Analysis of Machine Foundation Vibrations State of the Art by G. Gazetas (1983)

download Analysis of Machine Foundation Vibrations State of the Art by G. Gazetas (1983)

of 41

Transcript of Analysis of Machine Foundation Vibrations State of the Art by G. Gazetas (1983)

  • 8/6/2019 Analysis of Machine Foundation Vibrations State of the Art by G. Gazetas (1983)

    1/41

    A n a l y s i s o f m a c h i n e f o u n d a t i o n v i b r a t io n s : s t a te o ft h e a r tG E O R G E G A Z E T A SRen sse la er Po l y t ec h n i c l n s t i t u t e , T ro y , Ne w Y o rk , U S ATh e p ap er r ev i ews th e s t a t e -o f - th e -a r t o f an a ly s in g th e d y n am ic r esp o n se o f fo u n d a t io n s su b jec t edto m ach in e- ty p e l o ading s . Fo l lo win g a b r i e f o u t l i n e o f t h e h i s to r i ca l d ev e lo p m en t s in t h e f i e ld , t h eco n cep t s as so c i a t ed wi th t h e d ef in i t i o n , p h y s i ca l i n t e rp re t a t i o n an d u se o f t h e d y n am ic im p ed an cefu n c t io n s o f fo u n d a t io n s a re e lu c id a t ed an d th e av a il ab le an a ly t i ca l / n u m e r i ca l m e th o d s fo r t h e i rev a lu a t io n a re d i scu ssed . Gro u p s o f c ru c i a l d im en s io n less p ro b lem p aram ete r s r e l a t ed t o t h e so ilp ro t~ il e an d th e fo u n d a t io n g e o m et ry a re i d en t i f i ed an d th e i r e f f ec t s o n t h e r esp o n se a re s tu d i ed .Resu l t s a r e p resen t ed i n t h e fo rm o f s im p le fo rm u lae an d d im en s io n less g rap h s fo r b o th t h e s t a t i can d d y n am ic p ar t s o f im p ed an ces , p e r t a in in g to su r f ace an d em b e d d ed fo u n d a t io n s h av in g c i r cu la r ,s t r ip , r ec t an g u la r o r a rb i t r a ry p l an sh ap e an d s u p p o r t ed b y th ree t y p e s o f i d ea l i zed so i l p ro fd es : t h eh a l f sp ace , t h e s t r a tu m -o v er -b e d ro ck an d th e l ay er -o v er -h a l f p ace . Co n s id era t i o n is g iv en to t h e e f f ec t so f i n h o m o g en e i ty , an i so t ro p y an d n o n - l i n ear i t y o f so i l . Th e v ar io u s r esu l t s a r e sy n th es i zed in a cases tu d y r e fe r r in g t o t h e r esp o n se o f tw o r ig id m assive fo u n d a t io n s , an d p rac t i ca l r eco m m e n d a t io n s a rem ad e o n h o w to i n ex p en s iv e ly p red i c t t h e r esp o n se o f fo u n d a t io n s su p p o r t ed b y ac tu a l so il d ep o s i t s .

    I N T R O D U C T I O NTh e b as i c g o a l i n t h e d es ig n o f a m ach in e fo u n d a t io n i s t ol im i t i t s m o t io n to am p l i t u d es wh ich wi l l n e i t h e r en d an g erth e sa t i s f ac to ry o p era t i o n o f t h e m ach in e n o r wi l l t h eyd i s tu rb t h e p eo p le wo rk in g in t h e im m ed ia t e v i c in it y . Th u s ,a k ey in g red i en t t o a su ccess fu l m ach in e fo u n d a t io n d es ig ni s t h e ca re fu l en g in eer in g an a ly si s o f th e fo u n d a t io n r esp o n set o t h e d y n a m i c l o a d s f r o m t h e a n t i c ip a t e d o p e r a t i o n o f th em a c h i n e . F u r t h e r m o r e , w h e n e x c e ss iv e m o t i o n s o f a nex i s t in g fo u n d a t io n o b s t ru c t t h e o p era t i o n o f t h e su p -p o r t ed m ach in ery , an a ly s i s i s n ecessa ry i n o rd er t o u n d er -s t an d th e cau ses o f t h e p ro b lem an d h en ce t o g u id eap p ro p r i a t e r em e d ia l ac t io n .Th e th eo ry o f an a ly s in g th e fo rced v ib ra t i o n s o f sh a llo wan d d eep fo u n d a t io n s has ad v an ced r em ark a b ly in t h e l as t1 5 y ear s an d h as cu r r en t ly r each ed a m atu re s t a t e o fd e v e l o p m e n t . A n u m b e r o f f o r m u l a t i o n s a n d c o m p u t e rp ro g ram s h av e b een d ev e lo p ed to d e t e rm in e i n a r a t i o n a lway th e d y n am ic r esp o n se i n each sp ec i f i c case . Nu m ero u ss tu d i es h av e b een p u b l i sh ed ex p lo r in g th e n a tu re o f as so c i-a t ed p h en o m en a an d sh ed d in g l i g h t o n t h e ro l e o f sev era lk ey p aram e te r s i n f lu en c in g th e r esp o n se . So lu t io n s a re a lsop resen t ly av a i l abl e i n t h e fo rm o f d im en s io n less g rap h s an ds im p le m ath em at i ca l ex p ress io n s f ro m wh ich o n e canread i ly es t im ate t h e r esp o n se o f su rf ace , em b ed d e d an d p i l efo u n d a t io n s o f v a r io u s sh ap es an d r i g id i t i e s , su p p o r t ed b ydeep or shal low layered so i l deposi ts . Clear ly , the curren ts t a t e -o f - th e .a r t o f an a ly s in g m ach in e fo u n d a t io n v ib ra t i o n sh as p ro g ressed su b s t an t i a l l y b ey o n d th e s t a t e o f t h e a r t o fth e l a t e 1 9 6 0 s wh ich h ad b een r ev i ewed b y Wh i tm an an dRic har t in 19671 and b y McNei l in 1969 . 2

    In ad d i t i o n t o t h e se l ec t i o n an d ap p l i ca t i o n o f an aly s isp ro ced u res t o p red i c t t h e r esp o n se , th e d es ig n o f a m ach in efo u n d a t io n in v o lv es (1 ) t h e es t ab l i sh m en t o f p e r fo rm an cecr i t e r i a , (2 ) t h e d e t e rm in a t io n o f d y n am ic l o ad s , an d (3 )

    * Presented at the International Conference on Soil Dynamics andEarthquake Engineering, he ld at the University of Southampton,England, 13-15 July 1982.

    th e es t ab l i sh m en t o f t h e so i l p ro f i l e an d ev a lu a t io n o fc r i t ica l so i l p ro p er t i es . G rea t p ro g ress h as a l so b een m ad e inc u r r e n t y e a r s i n d e v e l o p i n g / n s i tu an d l ab o ra to ry t es t i n gp ro ced u res t o o b t a in r ep resen t a t i v e v a lu es o f d y n am ic so i lp a ram ete r s ; a co m p reh en s iv e r ev i ew o f t h e av a il ab le ex p er i -m e n t a l m e t h o d s h a s b e e n p r e s e n t e d b y W o o d s , 3 w h i leO z a y d i n et a l . , 4 Wo o d s s an d Rich a r t 6 h av e su m m ar i zedth e p resen t k n o wled g e o n th e f ac to r s i n f lu en c in g th ed y n am ic so i l p a ram ete r s . Th ese d ev e lo p m en t s i n d e t e rm in -in g m ate r i a l p ro p er t i es co m p lem en t t h e ad v an ces i nan a ly s in g fo u n d a t io n v ib ra t i o n s , an d p ro v id e co n s id erab l eju s t i f i ca t i o n fo r t h e u se o f so p h i s t i ca t ed n u m er i ca l fo rm u la -t i o n s i n t h e d es ig n o f m ach in e fo u n d a t io n s .On th e o th e r h an d , l i t t l e i f an y p ro g ress h as b een m ad ein r e l i ab ly es t im at in g d y n am ic m ach in e l o ad s an d im p ro v in g( th ro u g h ca l ib ra t i o n wi th f i e ld d a t a ) t h e av a i l ab l e p er fo rm -ance cr i ter ia . The s tate-of- the-ar t in these two areas hasrem ain ed essen t i a l l y u n ch an g ed d u r in g th e l as t d ecad e ;r e fe ren ce i s m ad e to McNeil 2 an d Rich ar t , W o o d s an d Hal l 7fo r co m p reh en s iv e r ev i ews o f t h ese su b jec ts .An ad d i t i o n a l an d o f t e n o v er lo o k ed s t ep i n m ach in efo u n d a t io n d es ig n i s t h e p o s t - co n s t ru c t io n o b serv a t io n o ft h e f o u n d a t i o n p e r f o r m a n c e a n d i t s c o m p a r i s o n w i t h t h ep red i c t ed fo u n d a t io n b eh av io r . Su ch co m p ar i so n s a ren eed e d to ca l i b ra te n ew an a ly s i s p ro ced u res - a n essen t ia lt ask i n v iew o f t h e s im p l i fy in g assu m p t io n s o n w h ich ev enso p h i s t i ca t ed fo rm u la t io n s a re b ased .In t h e f i n a l an a ly s i s , co n f id en ce i n t h e ad v an tag es p ro -v id ed b y th e u se o f ad v an ced m eth o d s o f an a ly si s can o n lyb e g a in ed i f t h ese a re sh o wn to h av e t h e cap ab i l i t y t o p re -d i c t t h e f i e ld p er fo rm an c e o f ac tu a l m ach in e fo u n d a t io n s .Un fo r tu n a t e ly , o n ly a l im i t ed n u m b er o f case h i s to r i es h asso f a r b een p u b l i sh ed ev a lu a tin g s ta t e -o f - th e -a r t m e th o d s o fan a ly si s t h ro u g h d e t a i l ed f i e ld o b serv a t io n s .Th e o b j ec t iv e o f t h i s p ap er i s t o r ev i ew th e p resen t s t a t e -o f - th e -a r t o f d e t e rm in in g th e d y n am ic r esp o n se o f fo u n d a-t i o n s su b jec t ed t o m ach in e- ty p e l o ad in g s. Th e o u t l in e o fth e p ap er fo l l o ws th e ch ro n o lo g y o f h i s to r ica l d ev e lo p -m en t s : f ro m th e d y n am ics o f c i r cu l a r fo o t in g s r es t i n g o nth e su r f ace o f an e l as ti c h a l f sp ace t o t h e b eh av io r o f c ir -

    0261-7277/83/010002-41 $2.002 S o i l Dyn a mics a n d Ea r th q u a ke En g in eerin g , 1 9 8 3 , Vo l. 2 , No . 1 1983 CM L Publications

  • 8/6/2019 Analysis of Machine Foundation Vibrations State of the Art by G. Gazetas (1983)

    2/41

    Analysis of machine foundation vibrations: state o f the art: G. Gazetas

    cu l a r an d n o n -c i r cu l a r fo u n d a t i o n s emb ed d ed i n a l ay eredso il d ep o s i t an d , f i na l l y, t o t h e r esp o n se o f p il e s . P a r t i cu l a remp h as i s i s acco rd e d t o t h e e f f ec t s o f d imen s io n l ess g ro u p so f g e o m e t r i c a n d m a t e r i a l p a r a m e t e r s o n t h e d y n a m i cs t i ffn ess fu n c t i o n s an d o n t h e r esp o n se o f mass iv e fo u n d a-t i o n s . No rm al i zed g rap h s an d s imp le fo rmu las a r e p resen t edfo r a v a r i e ty o f id ea l i zed soi l p ro f i l e s an d fo u n d a t i o n g eo -met r i es . Th e u se o f su ch d a t a t o es t imat e t o t r an s l a t i o n a la n d r o t a t io n a l m o t i o n s o f a c t u a l f o u n d a t i o n s in p r a c t ic ei s c l ea r l y d emo n s t r a t ed an d t h e v a r i o u s r esu l t s a r e sy n -th es i zed b y mean s o f a ease s t u d y . P rac t i ca l r eco m me n d a-t i o n s a r e t h e n m a d e o n h o w t o a p p r o x i m a t e l y o b t a i nd y n a mic s t i f fn ess an d d amp in g c o ef f i c i en t s fo r ac tu a lfo u n d a t i o n s , acco u n t i n g o n ly fo r t h e mo s t c ru c i a l p a ra -m e t e r s o f t h e p r o b l e m .S in ce t h e l imi ti n g mo t io n fo r sa t i s f ac to ry p e r fo rm an ceo f a mach in e fo u n d a t i o n u su a l l y i n v o lv es d i sp l acemen ta m p l i t ud e s o f a f e w t h o u s a n d t h s o r e v e n te n - t h o u s a n d t h s o fan inch , so i l deformat ions are quasi -elas t ic , invo lv ing neg l i -g ib le n o n l i n ear i t y an d n o p erm an e n t d e fo rmat io n s . Th u s ,mo s t o f t h e so lu t i o n s r ep o r t ed h e re in as su me l in ea r i so -t ro p i c v i sco e l as t i c so f t b eh av io r , w i th a h y s t e r e t i c so i ld amp in g t o mo d e l en erg y l o s ses a t t h o se smal l s t r a i namp l i t u d es . Ho wev er , so me co n s id e ra t i o n i s a l so g iv en t oth e e f f ec t s o f so f t n o n l i n ea r i t y o n t h e v ib ra t i o n o f s t r i pfo o t i n g s u n d er s t ro n g h o r i zo n t a l an d ro ck in g ex c i t a t i o n .M o r e o v e r , t h e i m p o r t a n c e o f s o il a n i s o t r o p y a n d s o ili n h o m o g e n e i t y a r e a l s o c o n s i de r e d .OLD ER METHOD S OF A N A LY SISIn t h e p as t , mach in e fo u n d a t i o n s were f r eq u e n t l y d es ig n edb y r u l e s - o f - t h u m b w i t h o u t a n y a n a l y s i s o f t h e e x p e c t e dv ib ra t i o n amp l i t u d es . F o r i n s t an ce , o n e su ch d es ig n ru l eca l l ed fo r a m assive co n cre t e fo u n d a t i o n o f a t o t a l we ig h teq u a l t o a t l eas t t h r ee t o f i v e t imes t h e w e ig h t o f t h e su p -p o r t e d m a c h i n e ( s ) . A l t h o u g h s u c h a p r o p o s i t i o n m a y a tf i r s t g l an ce seem lo g i ca l , i t i s i n f ac t an o b so l e t e o n e s i n cei t i g n o res t h e e f f ec t o n t h e m o t io n o f a ll t h e o th e r v a r i ab l eso f t h e p r o b l e m ( e .g . t y p e o f e x c i t a ti o n , n a t u r e o f s u p p o r t-i n g so i l , an d so o n ) . F o r o n e t h in g , i n c reas in g t h e mass o fa f o u n d a t i o n d e c r e a s e s t h e r e s o n a n t f r e q u e n c y o f th esy s t em an d , p e rh ap s m o re imp o r t an t l y , r ed u ces i t s e f f ec t i v ed amp in g . 7 Ob v io u s ly , t h is i s n o t wh a t t h o se ap p ly in g t h eru l e h ad i n min d .

    F o l l o win g t h e p io n eer in g ex p er imen ta l s t u d i es ca r r i edo u t b y t h e G e r m a n D e g e b o in t h e e a r ly 1 9 3 0 s , a n u m b e r o femp i r i ca l an a ly s i s p ro ced u res were d ev e lo p ed an d u sedex t en s iv e ly a t l eas t u n t i l t h e 1 9 5 0 s . Th ese meth o d s fo cu sedo n d e t e r m i n i n g o n l y t h e ' n a t u r a l f r e q u e n c y ' o f a f o u n d a -t i o n . To t h i s en d , t h e co n cep t s o f ' i n -p h ase mass ' an d' r e d u c e d n a t u r a l f r e q u e n c y ' w e r e d e v e l o p e d . T h e f o r m e rassu mes t h a t a ce r t a i n mass o f so il imm ed ia t e ly b e lo w th efo o t i n g m o v es as a r i g id b o d y , i n -p h ase wi th t h e fo u n d a t i o n .Th e l a t t e r p o s tu l a t es t h a t t h e ' n a tu ra l f r eq u en cy ' i s so l e lya fu n c t i o n o f t h e co n t a c t a r ea , th e so i l b ea r i n g p res su re an dt h e t y p e o f s o il .

    P h y s i ca l r ea l i ty co n t r a d i c t s t h e c o n ce p t o f an ' i n -p h asemass ' . No so i l mass mo v es as a r i g id b o d y wi th t h e fo u n d a-t i o n . In s t ead , sh ear an d d i l a t i o n a l wav es eman a t e f ro m th efo o t i n g - so i l i n t e r f ace i n to t h e so i l , cau s in g o sc i l l a t i n gd e f o r m a t i o n s a t t h e s u r f a c e a n d c a r r y i n g a w a y s o m e o f t h ein p u t en erg y . Th e f ac to r s t h a t h av e an i n f l u en ce o n t h esep h e n o m e n a c a n n o t b e p o s s i b l y a c c o m m o d a t e d t h r o u g hsu ch an a r t i f i c i a l co n ce p t . I n d ee d , t h e ea r l y a t t em p t s t oo b t a in sp ec i f i c v a lu es o f t h e ' i n -p h ase mass ' were f ru s t r a t ed

    b y t h e sen s i t i v i ty o f t h i s 'mass ' t o t h e fo u n d a t i o n we ig h t ,m o d e o f v i b r at i o n, t y p e o f e x c i ti n g f or c e , c o n t a c t a r e a , a n dn a tu re o f t h e u n d er ly in g so i l. Ap p a ren t l y , t h e re is ab so lu t e lyn o v a lu e in t h i s co n cep t an d i t s u se i n p rac t ice may v erywel l mislead the designer .T s c h e b o t a r i o f f ' s ' r e d u c e d n a t u r a l f r e q u e n c y ' m e t h o d ,b ased o n t h e r esu l t s o f a f ew case h i s t o r i es , wen t a s t epb e y o n d t h e o r ig i na l ' in - p h a se m a s s ' m e t h o d s ) T h e ' r e d u c e dn a t u r a l f r e q u e n c y ' w a s d e f i n e d as t h e ' n a t u r a l f r e q u e n c y 'm u l t i p li e d b y t h e s q u a r e . r o o t o f t h e a v e ra g e v e rt i c a l c o n t a c tp res su re an d was g iv en g rap h i ca l ly as a fu n c t i o n o f t h e t y p eo f so ft an d o f t h e co n t ac t a r ea . A l th o u g h t h i s meth o d w asn o t w i t h o u t m e r i t , i t w a s o f t e n i n t e r p r e t e d t o m e a n t h a t' t h e s in gle m o s t i m p o r t a n t f a c t o r in m a c h i n e - f o u n d a t i o ndesign w as the soft bea r ing press ure ' . 2 Thus , in more thano n e o ccas io n , t h e d es ign was b ased o n so i l b ea r i n g cap ac i t yv a lu es t ak en f ro m lo ca l b u il d in g co d es !In ad d i t i o n t o t h e a fo remen t io n ed d rawb ack s , t h ese o ldr u l e s w e r e o n l y c o n c e r n e d w i t h t h e r e s o n a n t f r e q u e n c y ,p r o v i d i n g n o i n f o r m a t i o n a b o u t v i b r a t i o n a m p l i t u d e s t h a ta r e p r imar i l y n eed ed fo r d es ig n p u rp o ses . As a co n seq u en ce ,su ch ru l es a r e n o w o b so l e t e an d wi l l n o t b e fu r t h e rad d ressed i n t h i s p ap er . Refe ren ce is ma d e t o R ich ar t et al. 7fo r mo re d e t a i ls o n t h e su b j ec t .Dynamic Winkler model

    T h i s m o d e l w a s i n t r o d u c e d a s a n e x t e n s i o n o f th e w e l lk n o wn 'Win k l e r ' o r ' e l a s t ic su b g rad e r eac t i o n ' h y p o th es i s ,wh ich i s s t i l l r a t h e r su ccess fu l l y emp lo y ed i n so me s t a t i cso i l - fo u n d a t i o n i n t e r ac t i o n p ro b l ems . 9 In o rd er t o s imu la t eth e s t i f fn ess ch arac t e r i s t i c s o f t h e ac tu a l sy s t em, t h e mo d e lr ep l aces t h e s u p p o r t i n g so i l b y a b ed o f i n d ep en d en t e l as t i cspr ings res t ing on a r ig id base. P late bear ing tes ts , con-d u c t e d i n t h e f i e l d , f o rm th e b asi s fo r ev a lu a ti n g t h e sp r in gco n s t an t s (o f t en ca l l ed ' co e f f i c i en t s o f su b g rad e r eac t i o n ' ) .On t h e b as is o f f i e ld mea su rem en t s i n t h e US S R, Bark an 1 h as p resen t ed t ab l es an d emp i r i ca l f o rmu lae wi th w h ich o n ecan r ead i l y es t imat e d es ig n v a lu es o f t h e c o ef f i c i en t fo rsev era l t y p es o f so f t , f o r each p o ss ib l e mo d e o f v ib ra t i o n( t r an s l a t i o n a l o r ro t a t i o n a l ) . He h as a lso sh o wn th a t , i n ea chcase , t h e d y n am ic co ef f i c i en t is ap p ro x im ate ly eq u a l t o t h era t i o o f ap p l i ed p res su re i n c rem en t t o t h e r esu l ti n g d isp lace-men t d u r in g s t a t i c r ep ea t ed l o ad in g t es t s . I n t h ese t e s t ss t a t i c l o ad s ' simi l a r ' t o t h e co m b in ed d e ad an d l iv e l o ad o ft h e a c t u a l f o u n d a t i o n a r e f i r s t i m p o s e d , f o l l o w e d b yrep ea t ed s l o w lo ad in g , a t f r eq u en c i es o f t h e o rd er o f 0 .0 0 1cp s , i. e . mu ch s l o wer t h an t h o se ex p e c t ed i n r ea l i ty .I t i s ev id en t t h a t t h i s mo d e l can a t l eas t g iv e so mereaso n ab l e i n fo rma t io n o n t h e l o w- f r eq u e n cy (n ear - s t a t i c )r esp o n se o f a fo u n d a t i o n . Bu t s i nce n o r ad i a t i o n d amp in g isi n c l ud e d , t h e a m p l i t u d e o f m o t i o n a t f r e q u e n c ie s n e a rr eso n an ce c an n o t b e r ea l i s t ica l l y es t imat ed . I t h as b eenarg u ed t h a t b y n eg l ec t i n g d amp in g o n e o b t a in s co n serv a t i v ee s t im a t e s o f t h e r e s p o n s e a n d v e r y g o o d e s t im a t e s o fn a tu ra l f r eq u en c i es . I n f ac t , t h i s i s t h e p ro ced u re cu r r en t l yi n c o r p o r a t e d i n t o t h e 1 9 7 0 ' I n d i a n S t a n d a r d C o d e o f Pr ac -t i ce fo r Des ig n o f M ach in e F o u n d a t i o n s ' . H Th ere i s l i tt l eme r i t i n t h is a rg u m en t , h o wev er . F o r i n s t an ce , t h e h ig hd amp in g v a lu es p resen t i n t h e t r an s l a t i o n a l mo d e s o f vibra-t i o n ( o f t h e o r d e r o f 5 0 % o f c r i t ic a l ) d o a f f e c t th e' r eso n an t ' f r eq u en c i es , i n ad d i t i o n t o d ras t i ca l l y r ed u c in gamp l i t u d es . M o reo v er , av o id in g ' r e so n an ce ' ( b y a sa f e tyfac to r o f 2 ) i n su c h cases i s an u n fo r tu n a t e d es ig n r eco m-men d a t i o n wh ich may l ead t o an o v er ly co n serv a t i v e so lu -t i o n . In o th e r eases , e sp ec i a l ly wh e n t h e ro t a t i o n a l mo d esare o f main c o n cern , an u n sa fe d es ig n i s q u i te p o ss ib le s i n ce

    Soil Dynamics and Earthquake Engineering, 1983, Vol. 2, No. 1 3

  • 8/6/2019 Analysis of Machine Foundation Vibrations State of the Art by G. Gazetas (1983)

    3/41

    Ana l y s i s o f m ac h i ne f ounda t i on v i b r a ti ons : s ta t e o f t h e a r t: G . G az e t as

    t h e ac tu a l fo u n d a t i o n s t i f fn ess a t h ig h f r eq u en c i es ma y v erywel l b e ap p rec i ab ly smal l e r t h an t h e s t a t i c s t i f fn ess u sed inthe analysis (see, fo r example, F ig . 5 ) .A n i m p r o v e d v e r s io n o f t h e d y n a m i c W i n kl e r m o d e l( ca l led 'Win k l e r -V o ig t ' mo d e l ) p laces a se t o f i n d ep e n d en tv i sco u s d amp er s i n p a ra l l e l w i th t h e i n d ep en d en t e l as t i csp r in g s t o p ro v id e t h e ' d y n am ic su b g rad e r eac t i o n ' . Acco rd -ing to Barke n an d I ly ichev , 12 th is m ode l fo rm s the basis o ft h e 1 9 71 U S S R ma ch in e- fo u n d a t i o n co d e . Ag a in , h o wev e r ,t h e mo d e l i t s e l f p ro v id es n o i n fo rma t io n o n i t s sp ri n g an dd ash p o t co ef f i c i en t s . Th ese a r e i n s t ead b ack f ig u red f ro md y n am ic p l a t e - lo ad t es t s co n d u c t ed i n t h e f i e l d . Bo th t h eo b serv ed am p l i t u d e an d f r eq u en cy a t re so n an ce a r e u t i l izedto b ack f ig u re t h e two co ef f i c i en t s . An a ly z in g t h e r esu l ts o fn u m ero u s f i e ld t e s t s , Bark an an d h is co -wo rk er s fo u n d ad i sc rep an cy b e tween t h e sp r i n g co n s t an t s b ack f ig u red f ro mreso n an ce p l a t e t e s t s an d f ro m s t a t ic r ep ea t ed l o ad in g t es t s(d esc r i b ed p rev io u s ly ) . Th ey , t h u s , r e so r t ed t o t h e ' i n -p h aseso i l mass ' co n cep t t o es sen t i a l l y match t h e mo d e l co n s t an t so b t a in ed f ro m th e tw o t y p e s o f t e s t s. Th i s ad d e d soi l massw a s f o u n d t o d e p e n d o n t h e s iz e a n d e m b e d m e n t o f t h ef o u n d a t i o n a n d o n t h e n a t u r e a n d p r o p e r t i e s o f t h e so i ld ep o s i t , f o r a g iv en m o d e o f v ib ra t i o n .I t t h e r e fo re ap p ear s t h a t t h e 'W in k l e r -Vo ig t ' mo d e l isa p u re ly emp i r i ca l o n e , r eq u i r i n g f i e l d s t a t i c an d d y n am icp l a t e - lo ad t es t s fo r e ach p ar t i cu l a r s i tu a t i o n . S u ch t es t sa r e n o t o n ly v e ry ex p en s iv e an d d i f f i cu l t t o su ccess fu ll yc o n d u c t , b u t , m o r e o v e r , t h e y y i e ld r e su l ts w h i c h c a n n o t b er e a d il y i n t e r p r e t e d a n d e x t r a p o l a t e d t o p r o t o t y p e c o n d i -t ions . I f I ma y s l igh t ly rephrase G ibson: 13

    'Th e m o d e l co n sp i cu o u s ly l ack s wh a t a l l mo d e l ss h o u ld p o s s e s s - p r e d ic t iv e p o w e r . 'Th e o n ly p o ss ib l e ex p l an a t i o n fo r t h e p resen t -d ay u se o fd y n amic Win k l e r mo d e l s i n mach in e- fo u n d a t i o n an a ly s i s i st h e a c c u m u l a t i o n i n s o m e c o u n t r i e s o f a w e a l t h o f p e r t i n e n tf ield data . Such d ata , o f te n available in the fo rm of tab les , ~2can b e d i r ec t l y u t i l i zed i n p rac t i ce , t h u s av o id in g t h eb u rd e n o f p e r fo rm in g p la t e - l o ad t es ts . Ag a in , o n e sh o u ld b ev ery c a re fu l i n p i ck in g u p v a lu es fo r t h e co ef f i c i en t s f ro mpubl ished f ield data . Fo r i t i s p ract ica l ly impos sib le toen su re a s imi l a r i ty i n a l l t h e c ru c i a l p h y s i ca l an d g eo m et r i cr e s p on s e p a r a m e t e r s o f t h e n e w p r o t o t y p e a n d o f t h e o ldm o d e l f o u n d a t i o n s c h e m e s.

    F U N D A M E N T A L S O F C U R R E N T M E T H O D S O FV I B R A T I O N A N A L Y S I SH i s t or ic a l pe r s pe c t i v e

    M o d ern meth o d s o f an a ly s i s o f fo u n d a t i o n o sc i l l a t i o n sa t t e m p t t o r a t i o n a l l y a c c o u n t f o r t h e d y n a m i c i n t e r a c t i o nb e tw een t h e fo u n d a t i o n an d t h e su p p o r t i n g so i l d ep o s i t .C o r n e r s t o n e o f t h e d e v e l o p e d m e t h o d s i s t h e t h e o r y o fwave propagat ion in an elas t ic o r v iscoelas t ic so l id (con-t i n u u m) . Th i s t h eo ry h as seen a r emark ab l e g ro wth s i n ce1 9 0 4 , wh en Lamb p u b l i sh ed h i s s t u d y o n t h e v ib ra t i o n o fan elas t ic semi- in f in i te so l id (hal f -space) caused by ac o n c e n t r a t e d l o a d ( ' d y n a m i c B o u s s in e s q ' p r o b l e m ) . N u m e r -o u s ap p l i ca ti o n s , p r imar i l y i n t h e f i e l d s o f se ismo lo g y an dap p l i ed mech an i cs , h av e g iv en a g rea t imp e tu s i n t h ed ev e lo p men t o f t h e ' e l a s t o d y n amic ' t h eo ry . Re i s sn er i n1 9 3 6 1 4 a t t emp ted wh a t i s co n s id e red t o b e t h e f i r s t en g in -ee r i n g ap p l i ca t i o n ; h i s p u b l i ca t i o n o n t h e r esp o n se o f aver t ical ly loaded cy l indr ical d isk on an elas t ic hal fspacemark ed t h e b eg in n in g o f mo d ern so i l d y n amics . Th e so lu -t i o n was o n ly an a p p ro x im ate o n e s in ce a u n i fo rm d i s t il -

    b u t i o n o f co n t ac t s t res ses was assu med fo r math em at i ca ls imp l i f i ca ti o n . N o n e th e l es s , Re i s sn er 's t h eo ry o f f e r ed amajo r co n t r i b u t i o n b y r ev ea l i n g t h e ex i s t en ce o f r ad i a t i o nd a m p i n g - a p h e n o m e n o n p r e vi o us ly u n s us p e c te d b u tt o d a y c l e a rl y u n d e r s t o o d . E v e r y t i m e a f o u n d a t i o n m o v e sagainst the so i l , s t ress waves o r ig inate at the con tact surfacea n d p r o p a g a te o u t w a r d i n t h e f o r m o f b o d y a n d s u r fa c ewav es . Th ese w av es ca r ry aw ay so m e o f t h e en erg y t r an s -m i t t e d b y t h e f o u n d a t i o n o n t o t h e so i l, a p h e n o m e n o nr e m i n i s c e n t o f t h e a b s o r p t i o n o f e n e r g y b y a v i s c ou sd a m p e r ( h e n c e t h e n a m e ) .F o r man y mass iv e fo u n d a t i o n s t h e as su mp t io n o f au n i fo rm co n t ac t s t r ess d i s t r i b u t i o n i s an u n rea l i s ti c o n e , fo ri t y i e ld s a n o n -u n i fo rm p a t t e rn o f d i sp laceme n t s a t t h e so il -fo o t i n g i n t e r f ace . To c lo se r ap p ro x imate t h e r i g id b o d ym o t i o n o f s u c h f o u n d a t io n s , a n u m b e r o f a u t h o r s in t h emid d l e 1 9 5 0 s as su med co n t ac t s t r es s d i s t r i b u t i o n s wh ichp ro d u ce u n i fo rm o r l i n ea r d i sp l acemen t s a t t h e i n t e r f ace ,u n d er s t a t i ca l l y ap p l i ed fo rce o r mo men t l o ad in g s , r e sp ec-t ively . Th us, Sung Is and Quin lan ~6 prese n ted resu l t s fo rv er t i ca l l y o sc i l l a t i n g c i r cu l a r an d r ec t an g u l a r fo u n d a t i o n swh i l e Arn o ld et al . 17 a n d B y c r o f taa s t u d i ed b o th h o r i zo n t a lan d mo men t l o ad in g o f a c i r cu l a r fo u n d a t i o n . Th ese so lu -t i o n s a r e o n ly ap p ro x im ate : i n rea l i t y th e p res su re d i s tr i b u -t i o n s r eq u i r ed t o main t a in u n i fo rm o r l i n ea r d i sp l acemen t sa r e n o t c o n s t a n t b u t v a r y w i t h t h e f r e q u e n c y o f v i b ra t i on .Th e f i r s t ' r i g o ro u s ' so lu t i o n s ap p eared ab o u t t en y ear sl a t e r wh e n t h e v ib ra t i n g so i l - fo u n d a t i o n sy s t em wasan a ly sed as a mix ed b o u n d ary -v a lu e p ro b l em, wi th p re -sc r i b ed p a t t e rn s o f d i sp l acemen t s u n d er t h e r i gid fo o t i n gan d v an i sh in g s t res ses o v er t h e r emain in g p o r t i o n o f t h esu r f ace . I n t ro d u c in g so me s imp l i fy in g as su mp t io n s r eg ard -in g t h e seco n d ary co n t ac t s t r es ses ( ' r e l ax ed ' b o u n d ary ) ,A w o j o b i et al. 19 s tu d i ed a l l p o ss ib l e mo d e s o f o sc i l l a ti o n o fr i gid c i r cu l a r an d s t r i p fo o t i n g s o n a h a l f sp ace , b y r eco u r seto i n t eg ra l t r an s fo rm t ech n iq u es . On t h e o th e r h an d ,L y s m e r2 o b t a in ed a so lu t i o n fo r t h e v e r t i ca l ax i sy m me t r i cv ib ra t i o n b y d i sc r e t i z i n g t h e c o n t ac t su r f ace i n to co n c en t r i cr i ng s o f u n i fo rm b u t f r eq u en cy -d ep e n d en t v e r t i ca l s t r es sesc o n s i s t e n t w i t h t h e b o u n d a r y c o n d i t i o n s . A c o n c e p t u a l l ys imi la r a p p ro ach w as fo n o w ed b y E lo rd u y et al. 21 fo r ver-t i ca l ly l o ad ed r ec t an g u l a r fo u n d a t i o n s .P e r h a p s e q u a l l y i m p o r t a n t w i t h t h e a f o r e m e n t i o n e dth eo re t i ca l d ev e lo p men t s o f t h i s p e r i o d was t h e d i sco v eryb y Hs i eh 22 an d b y Ly sm er2 t h a t t h e d y n a m i c b e h a v i or o f av er t i ca l ly l o ad ed mass iv e fo u n d a t i o n can b e r ep resen t ed b ya s ing le-degree-o f- f reedom 'mass-spr ing-d ashpot ' osci l la to rwi th f r eq u en c y -d ep e n d en t s t i ffn ess an d d amp in g co ef f i -c i en t s . Ly smer2 we nt a s tep far th er b y suggesting the u seo f t h e f o l lo w i n g f r e q u e n c y - i n d e p e n d e n t c o e f f i c i e n ts t oa p p r o x i m a t e t h e r e s p on s e i n th e l o w a n d m e d i u m f r e q u e n c yrange:

    4 G R 3 . 4 R 2Kv = ; Cv = ~ X / ~ ( 1)1 - - v 1 - - ~i n wh ich : K v = spr ing consta n t (s t i f fness) , C v = d a s h p o tco n s t an t (d amp in g ) , R = r ad iu s o f t h e c i r cu l a r r ig id l o ad in garea , G an d v = sh ear mo d u lu s an d P o i s so n 's r a t i o o f t h eh o m o g en eo u s h a l f sp ace ( so i l ) , an d p = mass d en s i t y o f so il .N o t e t h a t t h e e x p r e s s i o n f o r K v i n eq u a t i o n (1 ) i s id en t i ca lwi th t h e ex p ress io n fo r t h e s t a t i c s t i f fn ess o f a v e r t i ca l l ylo ad ed r i gid c i r cu l a r d isk o n a h a l f sp ace .

    Th e su ccess o f Ly s rn er ' s ap p ro x imat io n (o f t en ca l l ed' L y s m e r ' s A n a l o g ') i n r e p r o d u c i ng w i t h v e r y g o o d a c c u r a c yt h e a c t u a l r e s po n s e o f t h e s y s t e m h a d a p r o f o u n d e f f e c t o nth e fu r t h e r d ev e lo p m en t an d en g in eer in g ap p l i ca t i o n s o f th e

    4 S o i l D y n a m i c s a n d E a r t h q u a k e E n g i n e e r i n g , 1 9 8 3 , V ol . 2 , N o . 1

  • 8/6/2019 Analysis of Machine Foundation Vibrations State of the Art by G. Gazetas (1983)

    4/41

  • 8/6/2019 Analysis of Machine Foundation Vibrations State of the Art by G. Gazetas (1983)

    5/41

    An a ly s i s o f ma c h in e fo u n d a t io n v ib r a t io n s : s ta te o f th e a r t : G . Ga z e ta si n h o mo g en eo u s o r l ay ered so f t d ep o s i t s , an d t h e f i r s ta t t em p t s h av e a l r ead y b een m ad e t o o b t a in so lu t i o n s fo rd y n am ic l o ad ed p i le g ro u p s . F o r co mp reh en s iv e li st s o fr e l a t ed r e f e r en ces , s ee Do b ry et at. , s7 Kagawa et al. , ss a n dNovak . s9I m p e d a n c e a n d c o m p l i a n c e f u n c t i o n s : d e f i n i ti o n a n dp h y s ic a l in te r p r e ta t io n

    A n i m p o r t a n t s t e p i n c u r r e n t m e t h o d s o f d y n a m i canalysis o f r ig id massive machine foundat ions i s the deter-min a t i o n (u s in g an a ly t i ca l o r n u mer i ca l me th o d s ) o f th ed y n a m i c i m p e d a n c e f u n c t i o n s , K ( ~ ) , * o f a n ' a ss o c i a te d 'r ig id b u t massl es s fo u n d a t i o n , a s a fu n c t i o n o f t h e ex c i ta -t ion f requ enc y , ~o . As sh own in F ig. 1 the 'asso ciated 'fo u n d a t i o n - so f t sy s t em i s i d en t i ca l ( i n b o th mate r i a l p ro p -e r t i e s an d g eo me t ry ) wi th t h e ac tu a l sy s t em, ex cep t t h a tt h e fo u n d a t i o n mass i s t ak en eq u a l t o ze ro . I t w i l l b eex p l a in ed i n t h e fo l l o win g sec t i o n h o w, o n ce th e h a rmo n icresp o n se o f su ch a mass l es s fo u n d a t i o n h as b een d e t e r -min ed , t h e s t ead y - s t a t e r esp o n se o f t h e mass iv e fo u n d a t i o n ,o r o f a n y s t r u c t u r e s u p p o r t e d o n i t , m a y b e e v a l u a t e du s ing s tan d ard p ro ced u res . I n ad d i t i o n , t h e t r an s i en tr esp o n se t o n o n -h arm o n ic m ach in e fo rces can a lso b eev a lu a t ed b y r eco u r se t o F o u r i e r an a ly s i s an d sy n th es i st ech n iq u es .F o r e a c h p a r t i c u la r h a r m o n i c e x c i t a t i o n w i th f r e q u e n c y~o , t h e d y n amic imp ed an ce i s d e f i n ed as t h e r a t i o b e tweenth e s t ead y - s t a t e fo rce (o r mo men t ) an d t h e r esu l t i n g d i s -p l acem en t (o r ro t a t i o n ) a t t h e b ase o f t h e mass les s fo u n d a-t i o n . F o r ex am p le , t h e v e r ti ca l imp ed an ce o f a fo u n d a t i o nw h o s e p l a n h a s a c e n t e r o f s y m m e t r y is d e f i n e d b y : *

    R ~ ( t )x o = - - ( 3 )V( t )

    i n wh ich R ~ ( t ) = R v ex p ( i6 o t) i s t h e h a rm o n ic v e r t i ca l f o r ceap p l i ed a t t h e b ase o f t h e d i sk , an d v ( t ) = v ex p (i~ot) is theu n i fo rm h arm o n ic se t t l em en t o f t h e so i l - fo u n d a t i o n i n t e r -face. I t i s ev iden t that R~ is the to tal so f t rea ct ion againstt h e fo u n d a t i o n ; i t i s mad e u p o f t h e n o rmal s t res ses ag a in stt h e h asem at p lu s , in case o f em b ed d e d fo u n d a t i o n s , t h eshear s t resses along the ve r t ical s ide walls , as i l lus t rated inFig. 1.S imi l a r l y o n e may d efme t h e t o r s i o n a l imp ed an ce , K t ,f r o m t h e t o r s io n a l m o m e n t a n d r o t a t i o n ; t h e h o ri z o n t a limp ed an ces , K a , f ro m th e h o r i zo n t a l f o r ces an d d isp lace-men t s a l o n g t h e p r i n c ip a l ax es o f t h e b ase ; an d t h e ro ck in gi m p e d a n c e s, K r , f r o m t h e m o m e n t s a n d r o t a t i o n s a r o u n dthe same h or iz on ta l p r incipal axes . Ho weve r , s ince hor i -zo n t a l f o r ces a lo n g t h e p r i n c ip a l ax es p ro d u ce ro t a t i o n s i nad d i t i o n t o h o r i zo n t a l d i sp l acemen t s , c ro ss -h or i zo n t a l-ro t a t i o n a l imp ed an ces K rh may a l so b e d e f i n ed ; t h ey a r e

    D 0 0 0 ~ O 0 0 0B

    rigid, masslessfoundationL. . . . . . . o . . -

    0 0 0 0 0 ~ 0 g B 0

    Fig u r e 1. Ma c h in e fo u n d a t io n a n d th e a s s o c ia te d r ig idma s s le ss fo u n d a t io n* Bold letters are use d in the tex t for impedanc es, comp liances andsome stiffness and dam ping coefficients (eq uatio n (17)); in thefigures, calligraphic characters are us ed fo r these quantities.

    usual ly neg l ig ib ly smal l in case o f surface and very shal lowf o u n d a t i o n s , b u t t h e i r e f f e c t m a y b e c o m e a p p r e c ia b l e fo rg r e a t e r d e p t h s o f e m b e d m e n t .Refe r r i n g t o e q u a t i o n (3 ) , i t i s i n t e r es t i n g t o n o t e t h a td y n a mic fo rce an d d i sp l acemen t a r e g en era l l y o u t o f p h ase .I n f a c t , a n y d y n a m i c d i s p l a c e m e n t c a n b e r e so l ve d in t o t w oc o m p o n e n t s : o n e i n p h a s e a n d o n e 9 0 o u t o f p ha s e w i t hth e imp o sed h armo n ic l o ad . I t i s co n v en i en t t h en t o i n t ro -d u ce co m p lex n o t a t i o n t o r ep rese n t fo rces an d d isp lace-men t s . As a co n seq u en ce , imp ed an ces may a l so b e wr i t t enin t h e fo rm :*

    K a ( w ) = Ka ]( ~o ) + i K a 2 ( w ) ( 4 )a = v , h , r , h r , t ; i = x / = l

    T h e r e a l a n d i m a g i n a r y c o m p o n e n t s a r e b o t h f u n c t i o n so f t h e v i b r at i o na l f r e q u e n c y t o . T h e r e a l c o m p o n e n t r e f l e c t st h e s t if fn ess an d i n e r t i a o f t h e su p p o r t i n g so il ; i t s d ep en -d en ce o n f r e q u en cy is a t t r i b u t ed so l e ly t o t h e in f l u en cewh ich f r eq u en c y h as o n i n e r t ia , s i nce so il p ro p er t i e s a reessen t i a l l y f r eq u en cy i n d ep en d en t . Th e imag in ary co m-p o n e n t r e f l ec t s t h e r ad i a t i o n an d mate r i a l d amp in g o f t h esy s t em. T h e fo rmer , b e in g t h e r esu l t o f en erg y d i ss i p a t io nb y w av es p ro p ag a t i n g aw ay f ro m th e fo u n d a t i o n , i s f r e -q u en cy d ep en d en t ; t h e l a t t e r , a r i s i n g ch i e f l y f ro m th eh y s t e r e t i c cy c l i c b eh av io r o f so i l, i s p r ac t i ca l l y f r eq u en cyi n d e p e n d e n t .

    A v ery i n s t ru c t iv e an a lo g y b e twe en t h e d y n am ic r esp o n seo f a s imp le 1 -d o f o sc i l l a t o r an d o f a t h r ee -d imen s io n a lmassl es s fo u n d a t i o n . so f t sy s t em h as b een d rawn b y Ro esse t .6A s s u m i n g a h a r m o n i c e x c i t a t i o n P ( t ) = P o e x p ( i w t ) , t h es t ead y - s t a t e r esp o n se x ( t ) = Xo e x p ( i ~ t ) o f t h e 1 - d o f o sc il-l a t o r m a y b e o b t a i n e d b y s u b s t i tu t i o n i n t o e q u a t i o n ( 2 ) ;P ( t )( K - - m ~ : ) + i C ~ = ( 5)x ( t )

    Co n t ras t i n g eq u a t i o n s (5 ) an d (3 ) p ro mp t s t h e d e f i n i t i o no f a d y n a m i c i m p e d a n c e f u n c t i o n f o r t h e 1 - d o f m a ss -sp r in g -d ash p o t sy s t em:K = ( K - - m ~ 2) + iCco (6)

    a n d , b y c o m p a r i s o n w i t h e q u a t i o n ( 4 ) :K 1 = K - - m w 2 (7 )K2 = C~o (8)

    I n o t h e r w o r d s , t h e d y n a m i c i m p e d a n c e o f o u r fa m i l ia r1 -d o f o sc i l l a t o r i s i n d eed a co mp lex n u mb er wi th a f r e -q u en cy d ep en d e n t r ea l p a r t r ep resen t i n g t h e s t i ffn ess an din er t i a ch arac t e r i s t i c s o f t h e sy s t em, an d a f r eq u en cyd ep e n d en t imag in ary p a r t ex p ress in g t h e en erg y l o s s in t h esy s t em. Th e re fo re , i t is q u i t e n a tu ra l t o e x p ress t h e d y n a micimp ed a n ce o f so f t -fo o t in g sy s t ems i n a co mp lex fo rm, asd o n e i n eq u a t i o n (4 ) .Hav in g , t h u s , e s t ab l i sh ed t h e an a lo g y b e twe en 1 -d o f an dmassl es s fo o t i n g -so f t sy s t ems , l e t eq u a t i o n (6 ) fo r t h e1- d o f b e r e w r i t te n a s :

    o r

    K = K . {(1 - - ~---2]+ i2~ } (9a)

    K = K . { k + i w c s } ( 9 b )in wh ich t h e c r i t ica l v i scou s d amp in g r a t i o i s:

    C C. . . . ( 1 0 )Cc r 2 K/~o n

    6 S o i l Dy n a m ic s a n d Ea r th q u a k e En g in e e r in g , 1 9 8 3 , Vo l. 2 , No . 1

  • 8/6/2019 Analysis of Machine Foundation Vibrations State of the Art by G. Gazetas (1983)

    6/41

    An a lys i s o f ma ch in e f o u n d a t i o n v ib rat i on s : s t a t e o f t h e a r t : G . Ga ze ta s

    ! !

    ~I ~ ~ ~/~n----.~-I i I Ili ~ I 0 , 5 1

    Fig u re 2 . Dy n a m ic s ti f f n ess a n d d a mp in g co e f f i c i en t s o fa I - d o f s i m p l e o s c il la t or

    t h e n a t u r a l f re q u e n c y ~ n = (K /m ) 1 /2 ,k = ( 1 - ~ 2 / co n ) a n dc s = C/K. E q u a t i o n ( 9 b ) i m p l ie s t h a t t h e d y n a m i c i m p e d-an ce o f a 1 -d o f s imp le o sc i l l a t o r may b e ex p ressed as ap r o d u c t o f t h e s p ri ng c o n s t a n t K , w h i c h h a p p e n s t o b e th es t a ti c s t i ff n e ss o f t h e s y s t e m , t im e s a c o m p l e x n u m b e rk + i o c s , w h ich e n co mp a sses t h e d y n am ic ch arac t e r i s t ic so f t h e sy s t em ( i n e r t i a an d v i sco u s d amp in g ) an d i s h e re -a f t e r ca l l ed ' d y n a m i c p a r t ' o f t h e i m p e d a n c e . A t z e r of r e q u e n c y t h e d y n a m i c p a r t b e c o m e s a r e a l n u m b e r , e q u a lt o 1 , an d t h e imp ed an ce co in c id es wi th t h e s t a t i c s t i f fn essK o f t h e s imp le sy s t em, k an d cs a r e n amed r esp ec t i v e lys t i ffn ess an d d am p in g co ef f i c i en t s an d t h e i r v a r i a t io n wi thf r eq u en cy fo r t h e 1 -d o f ' s i s p lo t t ed i n F ig . 2 . No t i ce t h a tk d ecreases as a seco n d d eg ree p a rab o l a wi th i n c reas in gt~, w h ereas c s r em ain s c o n s t an t .I t sh o u ld n o t su rp r ise t h e r ead er t h a t t h e ac tu a l v a ri a-t i o n w i th t~ o f t h e s t i ffn ess an d d am p in g co ef f i c i en t s , k van d csv , o f a v e r t i ca l l y v ib ra t i n g c i r cu la r d i sk o n an e l as t ich a l f sp ace i s i n d eed v ery s imi l a r t o t h e v a r i a t i o n o f th ek an d c s o f t h e 1 -d o f sy s t em! ( To see t h i s s imi l a r i t y j u s tcom pare F ig . 2 to F ig . 5 (a) . ) Ho we ver , in general , k and c so f a fo u n d a t i o n - so i l sy s t em may v ary i n a r a t h e r co mp l i -c a t e d m a n n e r w i t h c o, d e p e n d i n g p ri m a r i ly o n t h e m o d eo f v i b ra t i on , t h e g e o m e t r y , r i gi d it y a n d e m b e d m e n t o f t h efo u n d a t i o n , an d , t 'mal ly , t h e p ro f i l e an d p ro p e r t i e s o f t h esu p p o r t i n g so i l d ep o s i t . F ig u res 5 , 8 , 9 , 1 0 an d 2 0 may b ep rev i ewed t o co n f 'L rm th i s s t a t em en t . No n e th e l es s , i n a l lcases , t h e d y n a mic im p ed an ce fu n c t i o n s can b e ex p ressedas p ro d u c t s o f a s t a t i c an d a d y n amic p a r t , a s d esc r i b edb y eq u a t i o n (9 b ) . A l t e rn a t i v e ly , a d imen s io n l es s f r eq u en cyf a c t o r is o f t e n i n t r o d u c e d :

    a o = - - ( 1 1 )Vsi n w h ich : B = a c r i t i ca l f o u n d a t i o n d imen s io n l i k e , e.g. ,t h e r ad ius o f a c i r cu l a r fo u n d a t i o n o r h a l f t h e wid th o f as t r i p o r a r ec t an g u l a r fo u n d a t i o n ; an d Vs = a ch arac t e r i s t i csh ear wav e v e lo c i t y o f t h e so i l . Co mb in in g eq u a t i o n s (9 b )an d (1 1 ) a l l o ws t h e imp ed an ce t o b e case i n t h e fo rm:

    K = K ( k + i ao c) (1 2 )w i t h

    Vs- - ( 1 3 )C=Cs BS in ce b o th ao an d c a r e d imen s io n l es s q u an t i t i e s , eq u a t i o n(1 2 ) i s s t ro n g ly p re fe r r ed t o eq u a t i o n (9 b ) i n p resen t i n g t h eresu l ts o f d y n a mic an a ly ses .L e t i t n o w b e a s s u m e d t h a t a ' h y s t e r e t i c d a m p e r ' i sad d ed i n -p ara l l e l w i th t h e sp r i n g an d t h e ' v i sco u s d amp er '

    t o su p p o r t t h e mass Of t h e s imp le o sc i l l a to r . Th i s d am p eri s d esc r i b ed t h ro u g h a h y s t e r e t i c d amp in g r a t i o , ~ . Du r in ge a c h c y c l e o f m o t i o n i t d is s ip a te s a n a m o u n t o f e n e rg yp ro p o r t i o n a l t o t h e m ax im u m s t r a in en erg y , I, o f th esy s t em:A Wh = 4 n ~W (1 4 )

    in wh ich W = ()Kx ~ . O n t h e o th e r h an d , d u r in g a cy c l eo f m o t i o n t h e v i s c o u s d a m p e r h a s c o n s u m e d a n a m o u n to f e n e r g y e q u a l t o :

    AW~ = ~C~,~o{ D

    = 4 ~ 1 3 - - W ( 1 5 )6 0 n

    so t h a t t h e t o t a l d i s s ip a t ed en erg y , AW = AWh + AWv, asa f u n c t i o n o f W i s:'A "W 4" t r ( '8 ~ + ~ ( 1 6 )

    Th i s ex p re ss io n su g ges ts t h a t t h e s imp le ad d i t i o n ru l e ,+ ~% o /wn , m ay b e u sed t o o b t a in t h e ' e f f ec t i v e ' d amp in grat io o f a syste m possessing bo th v iscous, 13, and hy ster et ic ,~ , dam ping . A w~orating found at ion-o n-so i l i s one suc hsy s t em, wi th i t s r ad i a t i o n d am p in g b e in g o f a v isco u s n a tu rewh i l e t h e mate r i a l d am p in g is o f t h e h y s t e r e t i c t y p e .T h e p r e s e n c e o f m a t e r i a l d a m p i n g i n t h e s o il a f f e c t s b o t hth e s t i ffn ess an d d am p in g co ef f i c i en t s , k an d c . I n ana t t e m p t t o i s o la t e t h e e f f e c t s o f h y s t e r e ti c m a t e r ia l d a m p -in g , an a l t e rn a t i v e ex p res s io n to eq u a t i o n (1 2 ) i s o f t enu s e d f o r th e d y n a m i c i m p e d a n c e :

    K = K ( k + i a o c ) . ( 1 + 2 i ~ ) ( 1 7 )Reca l l in g t h e so -ca ll ed ' co r r esp o n d en c e p r i n c ip l e , 6~ o n em ay an t i c i p a t e t h a t t h e n ew co ef f i c i en t s , k an d c , a r ein d ep en d e n t o f mat e r i a l d amp in g . I f t h is were t ru e , itwo u ld t h en b e su f f i c i en t t o o b t a in so lu t i o n s fo r a p u re lye l as ti c so i l an d t h en ex t r ap o l a t e t h e r esu l t s t o so i ls w i tha n y h y s t e r e t i c d a m p i n g r a t i o b y m u l t i p l y in g th e u n d a m p e dimp ed an c es b y 1 + 2 i~ . I n d ee d , fo r v e ry d eep so i l d ep o s i t swh ich can b e mo d e l ed as a h a l f sp ace t h e ab o v e ' p r i n c ip l e 'i s r easo n ab ly accu ra t e an d h as b een r ep ea t ed ly u ti l i zed t oobta in so lu t io ns fo r dam ped so il s . 29 '62 ,6a How ever , in the

    case o f a sh a l lo w s t r a tu m o n r i gid ro ck b o th k an d c a ref a i r l y sen s i t i v e t o t h e as su med mate r i a l d amp in g r a t i o ( seeFig . 9 , fo r example) ; th is d iscred i t s to a large ex ten t the' co r r esp o n d en c e p r i n c ip l e ' , a s K au se l 3a h ad f i r s t n o t i ced .No n e t h e l es s , i t is co n v e n i en t t o ex p ress t h e imp ed an cefu n c t i o n s i n t h e fo rm o f eq u a t i o n (1 7 ) , an d t h i s p r ac t i ce i sf r eq u en t l y fo l l o w ed i n t h e seq u e l . A l t e rn a t i v e ly , h o we v er ,eq u a t i o n (1 2 ) i s a l so u sed i n so me cases .D y n a m i c c o m p l i a n c e f u n c t i o n s

    Also g iv en t h e n ames d y n amic ' d i sp l acemen t ' f u n c t i o n san d d y n amic ' f l ex ib i l i t y ' f u n c t i o n s , t h ey a r e es sen t i a l l y t h er a t io s b e t w e e n d y n a m i c d i s p l a c e m e n t s ( o r r o t a t i o n s ) an dt h e d y n a m i c r e a c t iv e fo r c e s ( o r m o m e n t s ) a t t h e b a s e o f afo u n d a t i o n . Th ey were f i r s t i n t ro d u ce d b y R e i s sner . ~4F o l lo win g t h e p rev io u s d i scu ss ion , i t i s co n v en i en t t oe x p r e s s e a c h c o m p l i a n c e u si n g c o m p l e x n o t a t i o n :F a = Fal(o + iFa2(co ) ( l g )

    a = v , h , r , h r , tTh e r ea l an d im ag in ary p a r t s r ep resen t t h e d i sp l acemen tco m p o n e n t s wh ich a r e i n -p h ase an d 9 0 -o u t .o f -p h ase wi th

    S o i l Dyn a mics a n d Ea r th q u a ke En g in eer ing , 1 9 8 3 , Vol. 2 , No . 1 7

  • 8/6/2019 Analysis of Machine Foundation Vibrations State of the Art by G. Gazetas (1983)

    7/41

    A n a l y s i s o f m a c h i n e f o u n d a t i o n v i b ra t i on s : s t a t e o f t h e a r t: G . G a z e t a s

    t h e r eac t iv e fo rce , r esp ec t iv e ly , an d t h e y b o th a re fu n c t i o n so f f r eq u en cy , as d i scu ssed i n d e t a i l p r ev io u s ly . Fo r af o u n d a t i o n w h i c h i n p l a n ha s a c e n t e r o f s y m m e t r y , t h ev er t i ca l an d t o r s io n a l co m p l i an ces a r e s im p ly t h e i n v er seo f t h e v er t i ca l an d t o r s io n a l im p ed an ces :1F b = - - ; b = v , t ( 1 9 a )K t,

    Ho wev er , d u e t o t h e co u p l in g b e tween ro ck in g an dsway in g m o t io n s , t h e co r r esp o n d in g co m p l i an ces sh o u ldb e o b t a i n e d b y i n v e r ti n g th e m a t r i x o f i m p e d a n c es :

    Th e fo l l o win g a l t e rn a t i v e fo rm to eq u a t io n (1 8 ) i s a l sof r eq u e n t ly u sed in p resen t in g co m p l i an ce fu n c t i o n s :1Fo = ~ [ f . l (~o) + i f .2(~o)] (20)

    w h e r e K a is t h e co r r esp o n d in g s t a t ic s t if fn ess.C o m p u t a t i o n a l p r o c e d u r e s f o r d e t e r m i n i n gi m p e d a n c e / u n c t i o n s

    Sev era l a l t e rn a t i v e co m p u ta t i o n a l p ro ced u res a r e p re -sen t ly av ai lab le t o o b t a in d y n a m ic im p ed an ce fu n c t io n s fo reach sp ec i f ic m ac h in e- fo u n d a t io n p ro b l em . T h e ch o i ceam o n g th ese m e th o d s d e p en d s t o a l arge ex t en t o n th ereq u i r ed accu racy , wh ich i n t u rn i s p r im ar i l y d i c t a t ed b yth e s ize an d im p o r t a n ce o f t h e p ar t i cu l a r p ro j ec t . Fu r th er -m o r e , t h e m e t h o d t o b e s e l e ct e d m u s t r e f l e c t t h e k e ych arac t e r i s t i c s o f t h e fo u n d a t io n an d t h e su p p o r t i n g so i l .Sp ec i f i ca l l y , o n e m ay b ro ad ly c l as s i fy so i l - fo u n d a t io nsy s t em s acco rd in g t o t h e fo l l o win g m ate r i a l an d g eo m e t rycharacter is t ics :

    1 . Th e sh ap e o f t h e fo u n d a t io n ( c i r cu la r , s t r ip , r ec t -angular , arb i t rary) .2 . T h e t y p e o f so il p ro f il e (d eep u n i fo rm d ep o s i t , d eepl ay ered d ep o s i t , sh a ll o w l ay ered s t r a tu m o n ro ck ) .3 . T h e a m o u n t o f e m b e d m e n t ( s u rf a c e f o u n d a t i o n ,e m b e d d e d f o u n d a t i o n , d e e p f o u n d a t i o n ) .4 . Th e f l ex u ra l r ig id i ty o f t h e fo u n d a t io n ( r ig id fo u n d a-t i o n , f l ex ib l e fo u n d a t io n ) .

    T w o c o m p u t a t i o n a l l y d i f f e r e n t a p p r o a c h e s h a v e b e e nfo l l o wed o v er t h e y ear s t o o b t a in t h e d y n am ic im p ed an ceso f fo u n d a t io n s wi th v ar io u s ch arac t e r i s t i c s : a ' co n t in u u m 'ap p ro ach , wh ich l ed t o t h e d e v e lo p m en t o f an a ly t i ca l an dsem i .an a ly t i ca l fo rm u la t i o n s , an d a ' d i sc re t e ' ap p ro ach ,wh ich r esu l t ed i n t h e d ev e lo p m e n t o f f i n i t e -d i f f e ren ce an d ,p r im ar i l y , f i n i t e - e l em en t m o d e l s . In t h e p as t (m id -1 9 7 0 s ) ,co n s id erab l e co n t ro v er sy was h e ld ab o u t t h e r e l a t i v em er i t s an d d ef i c i en c i es o f each ap p ro ach an d so m e ex t r em ean d u n ju s t i f ied p o s i t i o n s were ad v o ca t ed . T o d ay , it is q u i tec l e a r t h a t b o t h p r o c e d u r e s , i f c o r r e c t l y u n d e r s t o o d a n dim p lem en ted , a r e v e ry u se fu l t o o l s i n an a ly s in g t h e b eh av io ro f d y n am ica l l y l o ad ed fo u n d a t io n s . Mo reo v er , t h ey y i e ldvery s imi lar resu l ts i f they are appropr iately used to so lveth e sam e p ro b l em . Had j ian e t a l . 64 an d Jak u b e t a l . 6s h av ep resen t ed ex ce l l en t d i scu ss io n s an d co m p ara t i v e s t u d i es o nth i s su b j ec t . Th e fo l l o win g p arag rap h s i n t en d t o r a th erb r i e f l y i n t ro d u ce t h e m o s t im p o r t a n t an a ly t i ca l , s em i-an a ly t i ca l an d n u m er i ca l p ro ced u res wh ich a re cu r r en t l yavai lab le to the machine-foundat ion analyst . The l i s t i s byn o m ean s ex h au s t i v e , an d t h e em p h as i s i s o n d i scu ss in g t h es t r on g a n d w e a k p o i n ts o f e a c h m e t h o d .

    ' C o n t i n u u m ' m e t h o d s . Star t ing p oin t o f al l the devel -o p ed fo rm u la t i o n s is t h e an a ly t i ca l so lu t i o n o f t h e p er t i n en twav e eq u a t io n s g o v ern in g t h e im p o sed d efo rm at io n s i n eachu n i fo rm so il l ay er o r h a lf sp ace . Ho wev er , th e b o u n d aryco n d i t i o n s a t t h e so i l -fo o t in g i n t e r f ace a re h an d led d i f f e r -e n t l y b y t h e v a r io u s m e t h o d s . I n t h a t r e s p e c t , o n e m a y v e r yb ro ad ly c l as s ify t h e av a il ab le co n t in u u m fo rm u la t i o n s i n toan a ly t i ca l an d sem i -an a ly t ica l so lu t i o n s .T h e k n o w n a n a l y t i c a l so lu t i o n s s im p l i fy t h e m ech an ica lb eh av io r o f t h e so i l - fo o t in g co n t a c t su r f ace b y assu m in g a' r e l ax e d ' b o u n d ary . Th a t is , n o f r i c t i o n a l sh ear t r ac t i o n s cand ev e lo p d u r in g v er t i ca l an d ro ck in g v ib ra t i o n s , wh i l e fo rh o r i zo n t a l v ib ra t io n s t h e n o rm al t r ac t i o n s a t t h e i n t e r f aceare as su m ed to b e ze ro . Th i s as su m p t io n h as b een n ec essa ryt o a v o id t h e m o r e c o m p l e x m i x e d b o u n d a r y c o n d i ti o n sresu l ti n g f ro m th e co n s id era t i o n e i t h e r o f a p e r f ec t a t tach -m e n t b e t w e e n f o u n d a t i o n a n d s o i l ( ' r o u g h ' f o u n d a t i o n ) o ro f a c o n t a c t o b e y i n g C o u l o m b ' s f r i c ti o n l a w (a n e v e n m o r ereal i s t ic ideal izat ion) .By r eco u r se t o i n t eg ra l t r an s fo rm t ech n iq u es ( i n v o lv -i n g H a n k e l o r F o u r i e r t r a n s f o r m s f o r a x i s y m m e t r i c o rp l an e- s tr a in g eo m et r i es , r esp ec t i v e ly ) t h e r e l ax ed b o u n d aryco n d i t i o n s y i e ld se t s o f d u a l i n t eg ra l eq u a t io n s fo r eachm o d e o f v ib ra t io n . Each se t is t h en r ed u c ed t o a F red h o lmin t eg ra l eq u a t io n wh ich i s f i n a l l y so lv ed n u m er i ca l ly .Su ch an a ly t i ca l so lu t i o n s h av e so f a r b een p u b l i sh ed fo rsu r f ace c i r cu l a r an d s t r i p fo u n d a t io n s o f i n fin i t e f l ex u l a rr i g id it y su p p o r t ed b y an e l as t ic o r v i sco e l as ti c h a l fspa ce ;26-29fo r c i r cu l a r fo u n d a t io n s o n a l ay ered e l as t i c o r v i sco e l as t i cso i l d ep o s i t ; 3 s '~ fo r c i r cu l a r fo u n d a t io n s o f f i n i t e f l ex u ra tr i g id i t y su p p o r t ed o n a h a l f sp ace ;49 fo r c i r cu l a r fo u n d a t io n so n a c ro ss -an i so t ro p i c h a l fsp ace ;67 and even f or ve r t ical lylo ad ed r i gid r ec t an g u la r fo u n d a t io n s o n a h a l f sp ace . 4 s

    T h e s e m i - a n a l y t i c a l t y p e so lu t i o n s a re b ased o n t h ed e t e r m i n a t i o n o f t h e d i s p la c e m e n t s a t a n y p o i n t w i t h in t h efo o t in g - so i l i n t e r f ace , cau sed b y a u n i t n o rm al o r sh eart i m e - h a r m o n i c f o r c e a p p l ie d a t a n o t h e r p o i n t o f t h e s a m ein t e r f ace . Th en , b y p ro p er ly d i sc re ti z in g t h e co n t ac t su r-f a c e , th e m a t r i x o f d y n a m i c i n f l u e n c e o r G r e e n ' s f u n c t i o n si s as sem b led an d t h e p ro b l em i s so lv ed a f t e r im p o s in g t h er ig id -b o d y m o t io n b o u n d ary co n d i t i o n s . Sev era l d i f f e r en tt ech n iq u es ( i n es sen ce d i f f e ren t i n t eg ra t i o n p ro ced u res )h a v e b e e n f o r m u l a t e d t o c a r r y o u t t h e s e s t e p s o f t h ean a ly s i s . Fo r ex am p le , E lo rd u y et al . 21 an d Wh i t t ak ere t a l . s u t i l i zed Lam b ' s so lu t i o n fo r a p o in t l o ad ed h a l f -sp ace ; Lu co e t a l f l 7 o b ta in ed p a i r s o f Cau ch y ty p e i n t eg ra leq u a t io n s wh ich t h ey n u m er i ca l l y so lv ed a f t e r r ed u c in g t oco u p led F red h o lm eq u a t io n s ; Gaze t as 36 an d G aze t as e t a l . 3aut i l ized a fas t F our ier t r ans form algor i thm ; Wong 68 andW o n g e t a l . 44 u sed t h e so lu t i o n fo r a u n i fo rm ly l o ad edrec t an g l e ; an d so o n .Fo r t h e p u rp o se o f t h i s d i scu ss io n , o n e m ay l is t a s asem i -an a ly t ica l so lu t io n t h e fo rm u la t i o n o f Do m in g u ez an dRo esse t , a7 wh o ap p l i ed t h e so -ca ll ed ' b o u n d ary i n t eg ra le q u a t i o n ' o r , m o r e s i m p ly , ' b o u n d a r y e l e m e n t ' m e t h o dt o o b t a i n d y n a m i c i m p e d a n c e f u n c t i o n s o f r e c ta n g u l a rfo u n d a t io n s a t t h e su r f ace o f , o r em b ed d ed in a h a l f sp ace .To th i s en d , t h e y u t i l ized t h e c lo sed - fo rm so lu ti o n t o th e'd y n am ic K elv in ' p ro b l em o f a co n cen t r a t ed l o ad i n anin f in i t e m ed iu m , 69 an d d i sc re t ized e i t h e r o n ly t h e co n t a c tsu r f ace , i n t h e case o f su r f ace fo o t in g s wi th ' r e l ax ed 'b o u n d ar i es , o r b o th t h e co n t ac t an d t h e su r ro u n d in g so i lsu r f aces , i n t h e cases o f em b e d d ed fo o t in g s an d o f su r f acefo o t in g s ' ad h es iv e ly ' a t t ach ed t o t h e so il .So f a r r i g o ro u s sem i -an a ly t i ca l so lu t i o n s h av e b een p u b -l i sh ed fo r r ig id s t r i p fo u n d a t io n s o n t h e su r f ace o f a l ay ered

    8 S o i l D y n a m i c s a n d E a r t h q u a k e E n g i n e er i n g , 1 9 8 3 , V o l. 2 , N o . 1

  • 8/6/2019 Analysis of Machine Foundation Vibrations State of the Art by G. Gazetas (1983)

    8/41

    An a lys i s o f ma ch in e f o u n d a t i o n v ib ra ti o n s : s t a t e o f t h e a r t : G . Ga ze ta shalfspace or s t ratum -on-ro ck; as ' 38, ~9, 7o for r lg id re ctang ularfo un da tio ns on a hal fspa ce; 21' 36' 44' 46-4a' ~,6s,6a, 71 for rec t-an g u la r fo u n d a t io n s o f f i n i t e f l ex u ra l r i g id i t y ; s ' sl fo r rigidrec t an g u la r fo u n d a t io n s em b ed d ed in a h a l f sp ace ;47 and,f 'mal ly , for r igid f oun da t ion s o f arb i t rary shape. 44N o t e t h a t a p p ro x ima te semi -a n a l y t i ca l p r o c e d u r e s h a v ea l r e a d y b e e n d e v e l o p e d t o o b t a i n t h e i m p e d a n c e s o f c y l in -dr ical e mb edd ed fou nda t ion s a nd ci rcu lar p i les , a-43 ,sT 'TzT h e s e p r o c e d u r e s a s s u m e t h a t o n l y h o r i z o n t a l l y p r o p a -g a t in g wav es g en era t e a t t h e v er t i ca l fo u n d a t io n - so i l i n t e r -f a c e , a n d t h e y n e g l e c t t h e c o u p l i n g b e t w e e n f o r c e s a n dd i sp l acem en t s a t v a r io u s p o in t s . In s t ead , t h ey o n ly co m p u teth e d i sp l acem en t a t t h e p o in t o f ap p l i ca t i o n o f t h e l o ad .Th u s , i n e f f ec t , t h e so il is m o d e l ed as a Win ld er m ed iu m ,th e sp r in g an d d ash p o t ch arac t e r i s t i c s o f wh ich a re es t i -m ated f ro m rea l i s t i c , a l b e i t s im p l i f i ed , wav e p ro p ag a t io nanalyses .Final ly , several s imi lar a p p ro x ima te a n a l y t i ca l fo rm u la -t i o n s h av e b een d ev e lo p ed , ag a in fo r d eep ly em b ed d e dcy l in d r i ca l fo u n d a t io n s an d en d -b ear in g p i l es i n so i ls t r a t a . 7 3-7s Th ese p ro ced u res a t t em p t t o an a ly t i ca l l y solv eth e g o v ern in g wav e eq u a t io n s fo r t h e s t r a tu m , b y n eg l ec t i n gt h e s e c o n d a r y c o m p o n e n t o f d i s p l a c e m e n t (i .e . t h e v e r ti c a lco m p o n en t fo r l a t e r a l v ib ra t i o n s o r t h e r ad i a l o n e fo rv er t i ca l v ib ra t i o n s ) . Th e b o u n d ary co n d i t i o n s a t t h e so i l -p i le i n t e r f ace a re an a ly t i ca l l y en fo rc ed b y ex p an d in g t h eco n ta c t p ressu re d i s t r i b u t i o n t o a n i n f in i t e se ri es i n t e rm s o fth e n a tu ra l m o d es o f v ib ra t i o n o f t h e so i l l ay er .'D i scre te ' m o d e l s . Dy n am ic f i n i t e d i f f e r en ce an d f i n i t ee l e m e n t m o d e l s h a v e b e e n d e v e l o p e d f o r p r o b l e m s o fc o m p l i c a t e d g e o m e t r y w h i c h a r e n o t e a s i l y a m e n a b l e t oan a ly s i s wi th co n t in u u m ty p e , an a ly t i ca l o r sem i -an a ly t i ca lfo rm u la t i o n s . T o d ay , f i n i t e d i f f e r en ce fo rm u la t i o n s su cha s t ho s e p ro p o s e d b y A n g e t al., 79 Ag ab e in et a l . , s K r i z e ket a l . , s l an d Tsen g et a l . , s2 f r ed v ery l i t t l e i f an y ap p l i ca t i o nin so lv in g fo u n d a t io n v ib ra t i o n p ro b l em s , an d , t h e re fo re ,wi l l n o t b e fu r th er ad d ressed i n t h i s p ap er . On th e o th erh an d , sev era l f 'm it e e l em en t fo rm u la t i o n s an d co m p u te rp ro g ram s a re p resen t ly wid e ly av a i l ab l e an d f r eq u en t lyu sed i n an a ly s in g fo u n d a t io n o sc i l l a ti o n s .T h e u s e o f f i n i te e l e m e n t s i n d y n a m i c f o u n d a t i o n pr o b -l em s i s d i f f e r en t f ro m o th er ap p l i ca t i o n s o f f i n i t e e l em en t sin s t a t i cs an d d y n a m ics i n t h a t so i l s t r a t a o f i n f i n i t e ex t e n ti n t h e h o r i zo n t a l an d ev en i n t h e v er t i ca l d i r ec t i o n m u s t b erep resen t ed b y a m o d e l o f a f i n i t e s i ze . Su ch a f i n i t e m o d e lc r e a t e s a f i c ti t io u s ' b o x ' e f f e c t , t ra p p i n g t h e e n e r g y o f t h esy s t em an d d i s to r t i n g i t s d y n am ic ch arac t e r i s t i c s . To av o idth i s p ro b l em , wav e ab so rb in g l a t e r a l b o u n d ar i es a r e i n t ro -d u c e d t o a c c o u n t f o r t h e r a d i a t io n o f e n e r g y i n t o t h e o u t e rr e g io n n o t i n c l u d e d i n t h e m o d e l . T w o m a i n t y p e s o f s uc hb o u n d ar i es a r e av a i lab l e . Th e a p p ro x im ate ' v i sco u s ' b o u n -d a r y p r o p o s e d b y L y s m e r e ta l . s3 a n d e x t e n d e d b y V a l l ia p p a net a l . ~ m u s t b e p l a c e d a t s om e d i s ta n c e f r o m t h e f o u n d a -t i o n . T h e a l te r n a ti v e ' c o n s i s t e n t ' b o u n d a r y d e v e l o p e d b yWaas a t an d ex t e n d ed b y Kau se1 33 i s v e ry e f f ec t i v e i n accu r -a t e ly r ep ro d u c in g t h e p h y s i ca l b eh av io r o f t h e sy s t em , an di t a l so r esu l t s i n co n s id erab l e eco n o m y b y b e in g p l acedd i r e c t l y a t t h e e d g e o f t h e f o u n d a t i o n . T h i s ' c o n s i s t e n t 'b o u n d a r y p r o v i d e s a d y n a m i c s t i f f n e s s m a t r i x f o r t h em ed iu m su r ro u n d in g t h e p l an e o r cy l i n d r i ca l v e r t i ca l cav i tywh ich i s as su m ed to o cc u p y th e ce n t r a l r eg io n u n d er th es t r i p o r c i r cu la r fo u n d a t io n . Th i s m a t r i x co r r esp o n d se x a c t l y t o t h e b o u n d a r y s t if f ne s s m a t r i x t h a t w o u l d b eo b t a i n e d f r o m a c o n t i n u u m t y p e f o r m u l a t i o n .Un fo r tu n a t e ly , ' co n s i s t en t ' b o u n d ar i es h av e b ee n dev el -o p ed o n ly fo r p l an e- s t r a in an d ax i sy m m et r i c ( cy l i n d r i ca l )g eo m et r i es . No su ch b o u n d ary i s av a i l ab l e fo r t ru ly t h ree -

    d im en s io n a l (3 D ) g eo m et r i es , i n ca r t es ian co o rd in a t es .Th u s , t o so lv e 3 D p ro b l em s a fm i t e -e l em en t m o d e l m u s tr eso r t t o ' v i sco u s ' o r e l em en ta ry b o u n d ar i es p l aced f a rawa y f ro m th e l o ad ed a rea. In t h i s way th e f i c t i ti o u s lyre f l ec t ed wav es a re d i s s ip a t ed t h ro u g h h y s t e res i s an d f r i c -t i o n (m ate r i a l d am p in g ) i n t h e so i l b e fo re t h ey r e tu rn t oth e fo u n d a t io n r eg io n . Ho wev er , t h e co s t o f su ch an a ly sesi s p ro h ib i t iv e an d t ru ly 3 D so lu t i o n s a re v ery r a re ly u sedi n p r a c t ic e . A n a t t e m p t h a s b e e n m a d e t o m o d i f y a 2 Dc o m p u t e r p r o g r a m b y a d d i n g v i s c o u s d a s h p o t s t o t h el a t e ra l f aces o f i t s p l an e- s t r a in e l em en t s , i n o rd er t o s im u -l a t e t h e r ad i a t i o n d am p in g o f 3 D s i t u a ti o n s , s s No tw i th -s t a n d in g t h e p o p u l a r i t y e n j o y e d b y t h is p s e u d o - 3 D m o d e l ,i ts o n l y d i f f e r e n c e f r o m t h e 2 D m o d e l is t h a t i t i n t r o d u c e san a r t i f i c i a l i n c rease i n d am p in g , wh ich can n o t p o ss ib lyrep ro d u ce a l l a sp ec ts o f t h e t ru e 3 D b e h av io r . In f ac t , i nso m e cases th e ac tu a l 3 D rad i a t i o n d am p in g i n ro ck in g i so v e r - e s ti m a t e d r a t h e r t h a n u n d e r - e s ti m a t e d b y a 2 D m o d e l ; ~th u s b y ad d in g v isco u s d ash p o t s t h e s i t u a t i o n m ay w o rseninstea d of improv ing , s6 , es

    C o n s e q u e n t ly , t o d a y , t w o t y p e s o f f i n i te - e l e m e n t m o d e l sare prac t ical ly avai lab le: p lane-st rain 2D mod els approp r iatefor s t r ip fo o t ings o r elong ated re ctang ular s t ructur es; 34,s4,s7a n d 3 D a x i s y m m e t r i c . g e o m e t r y m o d e l s a p p r o p r i a te f o rcy l indr ic al fo und at io ns and near ly squa re s t ructure s . 31' 33 , ss

    I t is n o t e d t h a t e m b e d d e d f o u n d a t i o n s a n d l a y e r e d s oi ls t r a t a can b e ro u t in e ly h an d led w i th al l t h e f 'm i t e -e lem en tf o r m u l a t io n s . O n t h e o t h e r h a n d , t h e p r e s e n c e o f a f ix e db o t t o m b o u n d a r y i s r e q u i r e d b y m o s t o f th e a v ai la bleco d es . T h i s i s h a rd ly a d raw b ack i f a s t i f f, r o ck - l ik e s t r a tu md o es ex i s t a t a r e l a t i v e ly sh a l l o w d ep th . Oth erwi se , w h enth e su p p o r t i n g so i l d ep o s i t i s v e ry d eep , t h e co s t o f ar ea l is t ic f i n i t e - e l em en t an a ly s i s m a y b eco m e su b s t an t i a lCo n c lu s io n . With t h e av a i lab l e an a ly t i ca l, s em i -an a ly t i ca lan d f 'm i t e -e l em en t co m p u te r p ro g ram s th e fo u n d a t io n v ib ra -t i o n a n a l y s t m a y o b t a i n s o l u t i o ns f o r f o u n d a t i o n s o f v a r io u ss h a pe s , s u r fa c e o r e m b e d d e d , s u p p o r t e d b y d e e p o r s h a ll o wso f t d ep o s i t s . I n se l ec t i n g t h e m o s t ap p ro p r i a t e co d e fo reach sp ec i f i c s i t u a t i o n , a t t en t i o n sh o u ld f i r s t fo cu s o n t h ed e p t h o f e m b e d m e n t a n d t h e n a t u r e o f th e u n d e r l y in g s of t.Wh en d ea l i n g wi th v e ry sh a l l ow fo o t in g s o n d eep d ep o s i t sw h i c h c a n b e w e l l r e p r o d u c e d b y a s m a ll n u m b e r o f l a y e rsw i t h d i f f e r e n t p r o p e r ti e s , c o n t i n u u m t y p e a n a l y ti c a l o rsem i -an a ly t ica l fo rm u la t i o n s a r e c l ea r ly m o re ad v an tag eo u s ;t h e c h o i c e o f t h e m o s t a p p r o p r i a t e a m o n g t h e m w i l l b em ain ly d i c t a t ed b y t h e sh ap e o f t h e fo o t in g ( s t ri p , c i r cu l a r,r ec t an g u la r , a rb i t r a ry ) an d t h e d es i r ed d eg ree o f accu racy .O n t h e o t h e r h a n d , f o r e m b e d d e d f o u n d a t i o n s in a s h a ll o ws t r a t u m o r w h e n e v e r a l ar ge n u m b e r o f l a y e rs w i t h s h a rp l yd i f f e ren t p ro p er t i es ex i s t s b e lo w th e fo o t in g , f i n i t e e l em en tm o d el s a r e p ar t i cu l a r ly ap p ro p r i a t e .F u r t h e r m o r e , a t t e n t i o n s h o u l d b e a c c o r d e d t o t h e o p e r a-t i o n a l f r eq u en c i es o f t h e m ach in e an d t h e i n e r t i a ch arac t e r -i s t i c s o f t h e fo u n d a t io n . At v ery h ig h f r eq u en c i es o f v ib ra -t i o n , f , d i s c re t e m o d e l s m a y b e c o m e v e r y c o s t l y ; b e c a u s e ,i n o rd er t o t r an sm i t h ig h f r eq u en c i es , a la rg e n u m b er o fsu f f i c i en t l y sm al l, s i zed e l em en t s m u s t b e u sed . F o r i n s t an ce ,i t i s us u a ll y r e c o m m e n d e d t h a t t h e m a x i m u m d i m e n s i o n o fan e l em e n t sh o u ld n o t ex cee d X/8 , wh ere ~, = V / f i s th ewav e l en g th i n a p ar t i cu l a r so il l ay er h av in g sh ear wav ev e lo c i t y V. Th ere fo re , wi th h ig h f r eq u en c i es , an a ly t i ca lm o d e l s m a y b e c o m e a d v a n t a g eo u s . N o t i c e , th o u g h , t h a t t h ec o m p u t e r c o s t s o f s e m i -a n a l yt ic a l fo r m u l a t i o n s m a y a l s o b ead v er se ly a f f ec t ed b y a l a rg e i n c rease i n t h e o p era t i o n a lf r eq u en cy , s i n ce t h ey , t o o , d i sc re t i ze t h e co n t ac t a r ea o rt h e w h o l e u p p e r m o s t s u r f a c e .Reg ard in g t h e i n e r t i a ch arac t e r i s t ics o f t h e fo u n d a t io n ,

    S o i l Dy n a mic s a n d Ea r th q u a ke En # n eer in g , 1 9 8 3 , Vo l. 2 , No . 1 9

  • 8/6/2019 Analysis of Machine Foundation Vibrations State of the Art by G. Gazetas (1983)

    9/41

    A n a l y s i s o f m a c h i n e f o u n d a t i o n v i b ra t io n s : s t a t e o f t h e a r t: G. G a z e t a s

    t h e au th o r an d Ro esse t 39 h av e d emo n s t r a t ed t h a t fo r h eav yfoundat ions ( i .e . wi th h igh mass rat ios) smal l er rors inmo d e l i n g t h e d i f f e r en t so i l l ay er s a r e u n imp o r t an t an d o n ecan sa fely base the design on availab le h al fspace so lu t ionso r o n t h e r esu l t s o f an a ly ti ca l t y p e co m p u te r p ro g rams .On th e o th e r h an d , r e l a t i v e ly l i gh t fo u n d a t i o n s a r e q u i tesens it iv e t o t h e ex i s t en ce o f co m p ete n t ro ck a t a sh a l l o wd ep th an d o f d i f f e r en t so i l l ay er s b en ea th t h e fo o t i n g , t h u sreq u i r in g a g o o d so i l ex p lo ra t i o n fo l l o wed b y f i n i t e - e l eme n tan a ly ses . Th ese co n c lu s io n s a r e fu r t h e r i l l u s t r a t ed an dg en era l ized i n a l a t e r s e c t i o n o f t h i s p ap er .I n a d d i t io n t o t h e e x i s ti n g c o m p u t e r p r o g r am s n u m e r o u sso lu t i o n s h av e b een p u b l i sh ed i n t h e l i t e r a tu re i n t h e fo rmo f d imen s io n l es s g rap h s , t ab l es an d s imp le fo rmu lae fo rimp ed an ce an d co m p l i an ce fu n c t i o n s o f fo u n d a t i o n s wi ths e v e r a l d i f f e r e n t g e o m e t r i e s , d e p t h s o f e m b e d m e n t a n dst i f fness character i s t ics , suppor ted by var ious ideal ized so i lp ro f i l e s (h a l f sp ace , s t r a t u m, e t c . ) . Th ese so lu t i o n s can g iv ev ery sa t i s f ac to ry r esu l t s i n man y p rac t i ca l cases an d a r eesp ec i a l ly v a lu ab l e i n co n d u c t i n g p re l imin ary an a ly ses an dp aram ete r sen s i t i v i ty s t u d i es . On e o f t h e g o a l s o f t h is s t a t e -of- the-ar t paper i s to p resen t and d iscuss the most s ign i -f ican t o f these avai lab le so lu t ions . Before do ing th is ,h o wev er , i t i s ex p ed i en t t o i l l u s t r a t e h o w th e imp ed an cefu n c t i o n s m ay b e u t i l ized t o o b t a in t h e d y n a mic r esp o n seof r ig id massive foun dat io ns .

    U s e o f i m p e d a n c e f u n c t i o n s : r e sp o n s e o f m a s s i ve m a c h i n ef o u n d a n ' o n s

    The f i rs t s tep in analysing the response of a massivemach in e fo u n d a t i o n i s t o ev a lu a t e t h e p e r t i n en t d y n amicimp ed an ces a t t h e an t i c i p a t ed f r eq u en cy , o r r an g e o f f r e -q u en c i es , o f t h e m ach in e . Th i s i s d o n e e i t h e r b y u t i l iz i n gex i s t i n g d i sc r e t e o r co n t i n u u m ty p e fo rmu la t i o n s , o r b yresor t ing to publ ished so lu t ions avai lab le in the so i l dyn-amics l i t e r a tu re . Th e u se o f d y n am ic imp ed an ce t o o b t a inthe response i s i l lus t rated herein .

    F igure 3 po r t ra ys a massive, r igid found at io n hav ing equa ld ep th o f em b ed m en t a l o n g a ll t h e s id es an d p o ssess ing twoo r th o g o n a l v e r t i ca l p l an es o f sy mmet ry , t h e i n t e r sec t i o n o fwh ich d e f i n es a v e r t i ca l ax i s o f sy m me t ry . Th e fo u n d a t i o np l an , h av in g two ax es o f sy mm et ry , m ay b e o f an y ax i-sy mmet r i c o r o r t h o g o n a l sh ap e , i n c lu d in g t h e i n f i n i t e l ylo n g s t r i p (2 D g eo met ry ) . F o r su ch fo u n d a t i o n s , v e r t i ca lan d t o r s i o n a l o sc i l l a t i o n s a r e u n co u p l ed , wh i l e h o r i zo n t a lfo rces an d mo men t s a l o n g an d a ro u n d t h e p r i n c ip a l ax esp ro d u ce d i sp l acemen t s an d ro t a t i o n s o n ly a lo n g an d a ro u n dth e same ax es . Th u s , w i th t h e n o t a t i o n o f F ig . 3, t h e eq u a-t i o n s o f mo t io n i n v e r t i ca l t r an s l a t i o n v ( t ) , t o r s i o n a l ro t a -t i o n O(t ) , an d co u p l ed h o r i zo n t a l t r an s l a t i o n h ( t ) an dro ck in g r ( t ) , a ll r e f e r r ed t o t h e cen t e r o f g r av i t y o f t h ema ch in e- fo u n d a t i o n sy s t em, a r e r esp ec ti v e ly :

    m . ~ )( t) + R , ( t ) = Q ~ ( t ) ( 2 1 )I z " O ( t) + T z ( t ) = M z ( t ) (2 2 )

    m . h ( t ) + R n ( t ) = Qh ( t ) ( 2 3 )I o x . E ( t ) + T r ( t ) - - R h ( t ) . z e = M r ( t ) ( 2 4 )

    in wh ich : m = to t a l f o u n d a t i o n m ass; I o x = m a s s m o m e n to f i n e r t i a ab o u t a p r i n c ip a l h o r i zo n t a l ax i s p ass in g t h ro u g hth e c en t e r o f g r av i t y ; I z = m a ss m o m e n t o f i n e r ti a a r o u n dt h e v e r ti c a l ax is o f s y m m e t r y ; R n , Tz, R n a nd T r = ver t ical ,t o r s i o n a l , h o r i zo n t a l an d ro c k in g r eac t i o n s o f t h e so i l ac t i n ga t t h e c e n t e r o f t h e f o u n d a t i o n b a s e ( r e m e m b e r F ig . l b ) ;Qn, Mz , Qh and M r = ver t ical , to rs iona l , h or iz on ta l and

    CROSS-SECTION

    PLAN

    F i g u r e 3 .

    vT - - -l / l / l / I l l

    F

    - - i - ; ; - - t !/I . I

    I

    I I / '/ - k

    I ,i h

    D e f i n i t i o n o f d e f o r m a t i o n v a ri a b le s

    ro ck in g ex c i t i n g fo rces an d mo men t s , ac t i n g a t t h e cen t e ro f g r av i t y an d r esu l t i n g f ro m th e o p era t i o n o f th e mach in e .As a l r ead y men t io n ed , o n ly t h e s t ead y - s t a t e r esp o n sed u e t o a h a rm o n ic ex c i t a t i o n i s o f i n te r es t h e re . No t o n lyb ecau se m o s t m ach in es u su a ll y p ro d u c e u n b a l an ced fo rceswh ich i n d ee d v ary h a rm o n ica l l y wi th t im e ( ro t a ry o r r ec ip -ro ca t i n g en g in es ) , b u t a l so b ecau se n o n -h armo n ic fo rces( s u c h a s t h o s e , f o r e x a m p l e p r o d u c e d b y p u n c h p r e s se s a n dfo rg in g h amm ers ) can b e d eco mp o sed i n to a l arge n u m b ero f s i n u so id s t h ro u g h F o u r i e r an a ly s is . Th ere fo re , t h e ex c i t a -t i o n s may b e w r i t t en as :

    Q a = Q a ex p [ i(~o t + Ca)] a = v , h (25 )M a = M a ex p [ i (w t + Ca)] a = z , r (26)

    in wh ich t h e amp l i t u d es Q a an d M a are e i t h e r co n s t an t s o r( m o r e f r e q u e n t l y ) p r o p o r t io n a l t o t h e s q u a r e o f t h e o p e ra -t i o n a l f r eq u en c y ~ = 2 r r f ; ~a a r e t h e p h ase an g les o f t h efo u r ex c i t a t i o n s , v , h , r an d z .Wi th t h e ex c i t a t i o n fo rces d esc r i b ed b y eq u a t i o n s (2 5 ) -( 2 6 ) , t he s t e a d y - s t a te m o t i o n s m a y b e c a s t in t h e f o r m :v ( t ) = v . ex p ( i co t ) ; v = v l + iv 2 (2 7 )

    O ( t ) = 0 . exp ( i6o t ) ; 0 = 01 + i02 (28)I t ( t ) = h . ex p ( iw t) ; h = h~ + ih2 (29)r ( t ) = r . e x p ( i ~ t ) ; r = r l + J r2 ( 3 0 )

    in w h ich : v , 0, h an d r a re co mp lex , f r eq u en cy -d ep e n d en td i s p l a c e m e n t a n d r o t a t i o n a m p l i t u d e s a t t h e c e n t e r o fg rav i t y . No te t h a t eq u a t i o n s (2 7 ) - (3 0 ) d o n o t b y a n ym e a n s i m p l y t h a t t h e f o u r c o m p o n e n t s o f m o t i o n a r e a l lin phase, nor that the phase-angles between the corre-sp o n d in g ex c i t a t i o n s an d m o t io n s a r e eq u a l t o Ca ( eq u a t i o n s(2 5 ) - (3 0 ) ) . I n s t ead , t h e t ru e p h ase an g l es Ca a r e ' h i d d en 'i n t h e c o m p l e x f o r m o f e a c h d i s p la c e m e n t c o m p o n e n t . F o rin s t an ce , t h e v e r t i ca l m o t io n wi ll ex h ib i t :

    Ja = arc tan ( v 2 / v O ( 3 1 )

    1 0 S o i l D y n a m i c s a n d E a r t h q u a k e E n g i n e e r in g , 1 9 8 3 , V o l. 2 , N o . 1

  • 8/6/2019 Analysis of Machine Foundation Vibrations State of the Art by G. Gazetas (1983)

    10/41

    A n a l y s i s o f m a c h i n e f o u n d a t i o n v i b ra t i on s : s t a t e o f t h e a r t: G . G a z e t a sin wh ich 7)1 and v2 axe the real an d im agina ry par ts o f v( equa t ion ( 27) ) , w hi le i t s amp l i tude i s o f a magn i tude :

    I v l = ( v 2 + v 2 ) ' / 2 ( 3 2 )Also, s ince Qa a n d M a i n equa t ions ( 25) - ( 26 ) a re r ea l quan-t i t i e s , the phase lags be tw een exc i ta t ions and mot ions w i l lbe s imp ly equa l to Ca - - ~ka-U s ing s imi la r a r guments w i th r egar d to the so i l r eac t ions ,one may, w i th out los s of gener a li ty , se t :

    R a = R a ex p (loot) a = v, h (33 )T a = T a exp ( i t~t) a = z , r (34)

    w h e r e b y t h e c o m p l e x a m p l it u d e s R a a n d T a are related tot h e c o m p l e x d i s p l a c e m e n t a n d r o t a t i o n a m p l i tu d e s t h r o u g ht h e c o r re s p o n d in g d y n a m i c i m p e d a n c es K a , a = v , h , r , h r ,t ( see equa t ions ( 3) - ( 4) ) . Reca l l ing tha t the la t t e r a rer e f e r red to the cen te r o f the f ou nda t ion base, one canp r o m p t l y w r i t e:R v = K o . v ( 35)T z = K t " 0 ( 36)

    R h = K h " ( h - - Z e r ) + K h r" r ( 37)T r = K r . r + K h r . ( h - - z e r ) ( 38)

    Subs t i tu t ing equa t ions ( 25) - ( 30) an d ( 33) - ( 38) in to thegover n ing equa t ions o f mo t ion ( 21) - ( 24) and so lv ing ther esu l t ing sys tem of f our a lgebr a ic equa t ions y ie lds thef o l low ing complex- va lued d i sp lacement and r o ta t ionampl i tudes a t the cen te r o f g rav i ty :Qv" exp ( i~v)v = ( 39)Xt,(o - m ~ 2

    M z . exp ( i~z)0 = ( 40)K t ( c o ) - - I z 6 0 2h = { K ~ . Q h e x p ( i ~ h ) - - K ~ r . M r e x p ( i ~ r ) } . N ( 41)r = ( X t " M r e x p ( i ~ r ) - K ~ r Q h e x p ( i ~ h )} - N ( 4 2 )

    in w hich the f o l low ing subs t i tu t ions have been per f or med :X t = X h ( ~ ) - - m ~ z (4 3)K ~ r = K h r ( c o ) - -K h ( C O ) Z c ( 44)K * = K r ( c o ) - - I o x c O 2 + K h ( t ~ ) Z 2c 2Khr(co z c ( 45)

    and, f inal ly,N = ( X t K * - - K ~ h 2 ) - ' ( 4 6 )

    N o t i c e t h a t , f o r a p a r t ic u l a r fr e q u e n c y w , d e t e r m i n a t i o n o fthe mot ions f r om equa t ions ( 39) - ( 42) i s a s t r a igh t f or w ar do p e r a t io n o n c e t h e d y n a m i c i m p e d a n ce s ar e k n o w n . O fcour se , the com puta t io ns a r e somew h at t ed ious i f pe r-f or med by hand , s ince comp lex number s a r e involved; bu teven w i th smal l mic r ocom pute r s the ca lcu la t ions can bedone r ou t ine ly , a t a m in imal cos tTher e f or e , the au th or pr oposes tha t th i s p r ocedur e( equa t ions ( 39) - ( 42) , in connec t ion w i th an appr opr ia teeva lua t ion of impedances a t the f r equency( ies ) o f in te r es t ,should be used in mac hine f oun da t io n ana lys i s in p lace ofthe cur r en t ly popula r ' equ iva len t lumped f r equency-independent - par amete r ' appr oach .PRE SE NTAT ION OF RE SUL T S FOR SURFACE ANDE MB E DDE D FOUNDAT IONSThe subsequent f o ur s ec t ions of the paper pr esen t a com-pr ehens ive compi la t ion of char ac te r i s t i c numer ica l r esu l t s

    ( a )

    I" i . : ~ , ' . " o . . - ' . . ' . ' ~

    bedrock

    .

    H.:':.'~

    N ~ N% % N%

    G 1 : . : ' ~ . . . ., - : - . . . : - . : . ' . : ! : ' .f - N N

    dF wm2 B

    (b)

    T m

    2L

    l

    ~,X

    I

    __d2B

    F i g u r e 4 . ( a ) T h e t h r e e s o i l p r o f i l e s s t u d i e d ; ( b ) d e f i n i t i o no f g e o m e t r i c p a r a m e t e r s

    f or the dyn amic imp edances ( or compl iances ) o f massles sf ounda t ions , pe r ta in ing to a l l poss~ le ( t r ans la t iona l andr o ta t iona l ) mod es o f w ~or at ion . These r esu l t s can be d i r ec t lyused in equa t ions ( 40) - ( 43) to m ake sa t i s f ac tor y and inex-pensive pr ed ic t ions of the dyn amic behavior of machinef oun da t io ns in m any pr ac t ica l cases, w i tho ut the need tor esor t to cos t ly comp ute r p r ogr ams f or eva lua t ing theimpedan ces ; th i s shou ld b e of espec ia l ly gr ea t value inpr e l iminar y des ign ca lcu la t ions .A second, equa l ly impor tan t ob jec t ive of the pr esen ta -t ion i s to as sess the s ign i ficance of va r ious pheno me na andto i l lust r a te the r o le o f key d imens ionless geomet r ic andmate r ia l pa r amete r s on the r esponse . I t i s thus hoped tha tthe r eader can ga in a va luable ins igh t in to the mechanicso f f o u n d a t i o n v i b ra t io n s .Results are presented for three categor ies of ideal izedsoil prof i les (Fig. 4) : the halfspaee, the uniform s tratumon r ig id base and the layer on top of a ha l f space . Thesemode ls r epr esen t a w ide spec t r um of ac tua l ly encounte r edso il p r of i le s and a r e s imple enough f or the i r geo met r y to bedesc r ibed in t e r ms of a s ing le quan t i ty , namely , the th ick .hes s H of the u pper m os t l ayer . ( For the ha l f space H - ~**. )For mos t p r oblems cons ider ed , the f o l low ing gr oups ofd imens ionles s pa r amete r s w hich appr ec iab ly in f luence thed y n a m i c i m p e d a n c e s h av e b e e n i d e n t if i ed :

    ( a ) the r a t io H / B o f t h e t o p l a y e r th i c k n e s s , / 4 , o v e r ac r i t i ca l f ounda t ion- p lan d imens ion , B; the la t t e rmay be in te r pr e ted as the r ad ius , R , o f a c i r cu la rf o u n d a t i o n o r h a l f t h e w i d t h o f a re c t an g u l a r o r as t ri p f o u n d a t i o n( b ) t h e e m b e d m e n t r a t i o D / B , w her e D i s the depthf r om the sur face to the hor izonta l so i l - f oo t ing in te r-face

    S o i l D y n a m i c s a n d E a r t h q u a k e E n g i n e e r i n g , 1 9 8. 3, V o L 2 , N o . I 1 1

  • 8/6/2019 Analysis of Machine Foundation Vibrations State of the Art by G. Gazetas (1983)

    11/41

    An a l y s i s o f ma c h i n e f o u n d a t i o n v i b r a ti o n s : s t a t e o f t h e a r t : G . Ga z e t a s

    ( c ) t he s hape o f t he f oun da t i on p l an : c i r cu la r , s t r ip ,rec tang ular , c i rcular r ing; in the l as t two cases thep l a n g e o m e t r y m a y b e d e f 'm e d in t e r m s o f t h el eng t h - t o - w i d t h o r ' a s pec t ' r a ti o , L / B , or the i