8. ULUSAL DEPREM MÜHENDİSLİĞİ KONFERANSIùhnlo (odvwln yh hodvwr-sodvwln vlvwhpgh wlsln vwdwln...
Transcript of 8. ULUSAL DEPREM MÜHENDİSLİĞİ KONFERANSIùhnlo (odvwln yh hodvwr-sodvwln vlvwhpgh wlsln vwdwln...
![Page 1: 8. ULUSAL DEPREM MÜHENDİSLİĞİ KONFERANSIùhnlo (odvwln yh hodvwr-sodvwln vlvwhpgh wlsln vwdwln lwph yh prgdo ndsdvlwh h÷ulohul &hohs 7dúÕ\ÕfÕ vlvwhplq hodvwln yh hodvwr-sodvwln](https://reader033.fdocuments.in/reader033/viewer/2022041700/5e414d988b5839543b4d497c/html5/thumbnails/1.jpg)
1
2 3 4
ÖZET
durumunun Deprem Yükü
li - i
en deki
Anahtar Kelimeler: eprem ükü a k ,
t
frame and
Keywords:
1 2 3 4
Sekizinci Ulusal Deprem Mühendisliği Konferansı, 11 Mayıs-15 Mayıs, 2015, İstanbul Eighth National Conference on Earthquake Engineering, 11May-15 May 2015, Istanbul, Turkey
![Page 2: 8. ULUSAL DEPREM MÜHENDİSLİĞİ KONFERANSIùhnlo (odvwln yh hodvwr-sodvwln vlvwhpgh wlsln vwdwln lwph yh prgdo ndsdvlwh h÷ulohul &hohs 7dúÕ\ÕfÕ vlvwhplq hodvwln yh hodvwr-sodvwln](https://reader033.fdocuments.in/reader033/viewer/2022041700/5e414d988b5839543b4d497c/html5/thumbnails/2.jpg)
, a
,
kurallardan
,
a , -
i
DEPREM YÜKÜ AZALTMA KATSAYISI
ler ,
E Ve Vy Bu i
1
ee
uu
VV
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Burada Ve
e
-
y
ep
uu
Vd
dV
VD
Ve Denklem
Ra) Vd
a
ed R
VV
Ra) ,
DRVVVV
VV
R ydy
ye
d
ea
-
eRep uCu
,
RyR
ep
y
ey CuC
uuuR
s
yRy TTRCR 11
sy T
TR 11
Ry CR / STT
yR STT
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2 Ry
ss
a TTDRD
TTDDDR STT
RDRa STT
Burada R,
D=1.5 Burada, Ts=TA
A
a TTRR 11 ATT
RRa ATT
3 Ra
ler için R=8 için
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eleman u
‘- ‘
–
d
GV GV
4
4
‘ -, ‘ –
1/ MVa 11Nud
Minimum
GV
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-
-
-
ae
aS ep
dd
3
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MPa
lar 4
kat adetleri mm arak ‘
-
-
- , –
a
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için da, da
a- -
a- -
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d
e
f
durumu için
,
![Page 10: 8. ULUSAL DEPREM MÜHENDİSLİĞİ KONFERANSIùhnlo (odvwln yh hodvwr-sodvwln vlvwhpgh wlsln vwdwln lwph yh prgdo ndsdvlwh h÷ulohul &hohs 7dúÕ\ÕfÕ vlvwhplq hodvwln yh hodvwr-sodvwln](https://reader033.fdocuments.in/reader033/viewer/2022041700/5e414d988b5839543b4d497c/html5/thumbnails/10.jpg)
12 a- -
d e
13 a - -
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durumunun Deprem
DBYBHY’07’ den elde çlar
lardaki in
, , nin
la Pa ,
, nde DBYBHY’07’de n
Pa , , DBYBHY’07’ ‘ ile ‘
Elemanlarda SA M 11
D El P
and
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a
a
Fikret KURAN1
Deprem Y ’nin güncellenmesi ve 8 ile çal .
, ve ulusal parametreler kullanarak 2003 ulusal yönetmelik u y ,
, ulusal yönetmeliklerini 2005 . an
-ge .
ise, ; ve
ve analitik ,
(Ra) .
e
h the
-
these ia .0.
1
Sekizinci Ulusal Deprem Mühendisliği Konferansı, 11 Mayıs-15 Mayıs, 2015, İstanbul Eighth National Conference on Earthquake Engineering, 11May-15 May 2015, Istanbul, Turkey
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.
min
,
2011). Bu
lan
,
rek ). göreli
n 2011). Bu
Bu -2008), Relius (2005-2008) ve EUCENTRE (2005- ise
a)
a sahip
(T) ile
tayla
gösterecek
er sistemin kü
(fe ae.
a .
elastik y<fe). Yatay yük kapasitesi fy
![Page 15: 8. ULUSAL DEPREM MÜHENDİSLİĞİ KONFERANSIùhnlo (odvwln yh hodvwr-sodvwln vlvwhpgh wlsln vwdwln lwph yh prgdo ndsdvlwh h÷ulohul &hohs 7dúÕ\ÕfÕ vlvwhplq hodvwln yh hodvwr-sodvwln](https://reader033.fdocuments.in/reader033/viewer/2022041700/5e414d988b5839543b4d497c/html5/thumbnails/15.jpg)
y ile gösterilen e) kapasiteye (fy -a).
yfef
yR (1)
eer y y
e ue
k ’y ( - .
(a)
) (Ry
T =TAT =TB
e e-c).
21
)12(yR (2)
y ise y
y
STTyR )1(1 (3)
y
gücü r. , y) kapasiteye
Kapasitenin (fy) t --
a e:
y
![Page 16: 8. ULUSAL DEPREM MÜHENDİSLİĞİ KONFERANSIùhnlo (odvwln yh hodvwr-sodvwln vlvwhpgh wlsln vwdwln lwph yh prgdo ndsdvlwh h÷ulohul &hohs 7dúÕ\ÕfÕ vlvwhplq hodvwln yh hodvwr-sodvwln](https://reader033.fdocuments.in/reader033/viewer/2022041700/5e414d988b5839543b4d497c/html5/thumbnails/16.jpg)
DFOyRdfyf
yfef
dfef
aR .
, Deprem Yükü Azaltma K ve ).
g - 0,20g g
Deprem Yükü A q ka -2.5
q ,
u 1) Deprem Yükü Azaltma K Bu
Y ,
.
1.5-2.5 2.0-3.0 2.5-3.0
(2003) q (q=1.5) . q n
.) ( .
M . -
,
. ve u 1’in
statik
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. u 1
u 1 u 1
u 1=1.8 u 1
u 1 u 1=1.3
u 1=1.5 u 1
u 1 u 1=1.3
ve NTC (2008) mevcut
u 1 u 1 u 1
sru ,
2.5 ve (Ra)
a e
Yönetmelikte r.
spektral ivme
parametreleri <0.33 (0. D1<0.13 için verilmekte, Deprem Yükü Azaltma K .
M (2013)
lar FEMA 35(Ra) m süneklik
-
erilmekte, Deprem Yükü Azaltma Kezilmesi ( )
kayma ve ) )
ezilmesi ( hing) Di
ti
nan iDeprem Yükü Azaltma K
Deprem Yükü Azaltma K -
(Denk 5). Deprem Yükü Azaltma K ’
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p
ise
p
p
5’, Deprem Yükü Azaltma K ’ .0 ile
’
,01)1(1 TkR (5)
5.10.1.015.01 kTkR
.1.01.0kR
y Deprem Kraliyet
süneklip k (Ry)
.0 ile 2.0
2013)
a) Tea
Ülke Yönetmelik a Ry Ra Ry Ra
Türkiye TDY ( ) - - - Ra - - 2.0
Avrupa - - - q - - 1.5
(2003) - q - q - - 1.5
(2005) ve
NTC (2008) - q0 u 1 q - -1.8 2.1-
ABD
- - - R - - 1.5 ) - - - - - 3heff/L 1.125
(rocking)
- - - - - (Kayma)
eff/L 125 (rocking)
Yeni
k -1)T1
= 5 %) k =
p
k p
1.5 (5%) 1.0
(15%)
1.0-1.50
1.0
1.0
1.0-1.50
Draft (2011) ve
Deprem Kraliyet
k -1)T1) p k p 2.0 1.0-2.0 -2.85
yönetmeliklerine ait Ra ise, , (200 )
Yükü Azaltma K ’
![Page 19: 8. ULUSAL DEPREM MÜHENDİSLİĞİ KONFERANSIùhnlo (odvwln yh hodvwr-sodvwln vlvwhpgh wlsln vwdwln lwph yh prgdo ndsdvlwh h÷ulohul &hohs 7dúÕ\ÕfÕ vlvwhplq hodvwln yh hodvwr-sodvwln](https://reader033.fdocuments.in/reader033/viewer/2022041700/5e414d988b5839543b4d497c/html5/thumbnails/19.jpg)
(2005) ve NTC (2008) ise a Y (2010 ve 2011 Depremleri),
, ’ öneril
iiçimine
yönelimin Ra
ve Weiss luklu
,
-- cr
lineer elastik sistemin cr
cr
),3(3;8.0min, idecrRud (8)
2.
Denk1’ göre ve sistemin sünek Denk 2’e göre .
K .
![Page 20: 8. ULUSAL DEPREM MÜHENDİSLİĞİ KONFERANSIùhnlo (odvwln yh hodvwr-sodvwln vlvwhpgh wlsln vwdwln lwph yh prgdo ndsdvlwh h÷ulohul &hohs 7dúÕ\ÕfÕ vlvwhplq hodvwln yh hodvwr-sodvwln](https://reader033.fdocuments.in/reader033/viewer/2022041700/5e414d988b5839543b4d497c/html5/thumbnails/20.jpg)
e cr
(%) (%)
(%)
cr (%)
q(Denk.1) e
u= cr
q(Denk.2) -1)
M1-1
3.25 2.35
M1-2
0.05 1.2 0.1 2.05 3.2 2.32
M1-1c
0.28
M1-
2.8 1.81 0.81
M2-1
1.05 0.20 3.32
M2-2
0.83 0.33
tay yük kapasitesi, itme analizi il
5).
l hesap
m m=2.0
hesap
m m=2.0 M1- 0.32 0.32 M1- 0.35 0.31 1.28
M1- 0.32 0.32 2.8 2.83 M1- 0.32 0.32 5.32
M2- M2- 0.33
,
, .
cr (%)
cr (%)
(%)
u= cr cr (a)
u= cr
)
q(Denk.2) -1)
(a)
q(Denk.2) -1)
0.23 3.0 1.08 3.0 0.30 2.33 3.0 3.81
e
q(Denk.1)
cr
mm cr
mm
(mm) u=
cr cr
(a)
u= cr
q(Denk.2) -1)
q(Denk.2) -1)
Bina 2.11 38 2.35 5.58
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zaltma
.
e cr
(%) (%)
0.8Rm (%)
Min cr
(%)
q(Denk.1) e
u= cr
q(Denk.2) -1)
2.82 2.58 2.12 Enine 0. 0.105 2.03
Yüksek eksen sünek .
- )
kLtfduNn var
5.115.0525.215.005.0
0.205.0
qnnqn
qn ( )
,
esas Deneysel - Y
-
n ,
i zaltma (Ry
- . (2013)
p
, statik itme analizleri
önerilen yöntem ile süneklik p y
![Page 22: 8. ULUSAL DEPREM MÜHENDİSLİĞİ KONFERANSIùhnlo (odvwln yh hodvwr-sodvwln vlvwhpgh wlsln vwdwln lwph yh prgdo ndsdvlwh h÷ulohul &hohs 7dúÕ\ÕfÕ vlvwhplq hodvwln yh hodvwr-sodvwln](https://reader033.fdocuments.in/reader033/viewer/2022041700/5e414d988b5839543b4d497c/html5/thumbnails/22.jpg)
p ve
asitesi (fy
3.
2008)
ihmal
2011). T
D,
nihai l u (Ultimate Limit Damage) ,
cr , q nin,
en fazla 2.0 (2005), NTC (2008) 8 Ry=q0)
) her zaman sunulan y
D ve ise,
Ey ) ) ilk çatlama
(fcr ), y , 1.2 2013). aze (
![Page 23: 8. ULUSAL DEPREM MÜHENDİSLİĞİ KONFERANSIùhnlo (odvwln yh hodvwr-sodvwln vlvwhpgh wlsln vwdwln lwph yh prgdo ndsdvlwh h÷ulohul &hohs 7dúÕ\ÕfÕ vlvwhplq hodvwln yh hodvwr-sodvwln](https://reader033.fdocuments.in/reader033/viewer/2022041700/5e414d988b5839543b4d497c/html5/thumbnails/23.jpg)
) (2005), NTC (2008) ise iki
ve üzeri
p amaya göre Ra ve zemin -
, n karakteristik
D .
a ve NTC (2008) ,
K ’ (Ry)
y ’ a=3.0
Duvar malzeme karakteristik m=2.0
D , Ra=1 göreli kat 0.35
2008; 2008 ) hesaplanacak
0.35 kf15.0, üçüncü ve kf30.0
,
ve NTC
(2008) r % 25 a,
katVVV 1.0,25.0 ve NTC (2008)’in
, r.
,
, 2003; ). Bu tür göçme imi önlemek için
Düzlem Ra
mutlak (
ile ilgili
![Page 24: 8. ULUSAL DEPREM MÜHENDİSLİĞİ KONFERANSIùhnlo (odvwln yh hodvwr-sodvwln vlvwhpgh wlsln vwdwln lwph yh prgdo ndsdvlwh h÷ulohul &hohs 7dúÕ\ÕfÕ vlvwhplq hodvwln yh hodvwr-sodvwln](https://reader033.fdocuments.in/reader033/viewer/2022041700/5e414d988b5839543b4d497c/html5/thumbnails/24.jpg)
’
Ra üzensizlik içeren
Ry=1.5 ve , Ra=, Ra
hesaplanacak eleman iç kuvvetlerinin Y
itme analizi hesap yöntemine
,
’ , eer
, riskli .
’ Ra=3.0 öneri
a
a
Allen C, Masia MJ, , , (2013) “
”, , -28 April
A ), -13 “ ”, Civil E
(2010), “ ”, American Civil E
- “ ”, Civil E
, Celep Z ) Yönetmelik D, Cary “ Earthquake
Engineering and Structural Dynamics . - Be
Proceed. 7th European Conference on Earthquake Engineering” CEN– -1 – esistance–
(2011)
- s ” Journal of Earthquake Engineering -31
, Cart (2012) “ Commissioned Technical Report for the Canterbury Earthquakes Royal Commission of Inquiry,
-
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Ankara “
Walls”, Earthquake Engineering and Structural Dynmacis 38:1155- MN ( ) esign, EN- 8
-1- - - ,
Fehling
Magenes (201 cent ssues”, 9th Australasian Masonry Conference,
– ,583-
8th International Masonry Conference - -
Workshop on Eurocode 8
Perspective from the Italian Standpoints -212
14th World Conference on Earthquake Engineering, 12- Magene -
clay units”, 14th World Conference on Earthquake Engineering, 12- PhD Thesis,
(2013)
esting”, Bulletin of Earthquake Engineering -
NTC (2008) NZ:
,
Resistance–
recante .
Suppl.o, Chapters in English
,
- Journal of
Earthquake Engineering - ( ) “ -
, -- - - -
Bull Earthquake Eng. – “
” Bull Earthquake Eng. – evic M -re
Can. J. Civil Eng. – Lutman M (2003
, 15-
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YÜKSEK YAPILARIN ÇÖZÜMLEMES
ANALYSIS 1 2
ÖZET
Anahtar kelimeler:
-
-
-
Keywords:
1
2
Sekizinci Ulusal Deprem Mühendisliği Konferansı, 11 Mayıs-15 Mayıs, 2015, İstanbul Eighth National Conference on Earthquake Engineering, 11May-15 May 2015, Istanbul, Turkey
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vd.
-
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-
2 1 1b l c l 2 1 1b l c l 1
c1 l1
b 2
1 11 / 1 c l
2
1 1c l 2
1
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B
2
2 (a) (b)
-
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vd vd vd
vd vd
g l gl
vd
l2
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222
A2 222
B2 1 222 1
E 1
F2
1
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-
-
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11 1
11
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X X
o X
o X
o X
o Y
YX
Y
KAYNAKLAR
F ACI Structural Journal-
ACI Structural Journal -
-ACI Structural Journal -
- ACI Structural Journal-
ACI Structural Journal -
- -ASCE Structural Journal -
- -ASCE Structural Journal -
ACI Journal -Modelling acceptance criteria for seismic design and analysis of tall buildings
-ACI Structural Journal
-
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-
Selçuk 1, Bora 2, Bülent 3, Jay SHEN4, 5
çe orta , ASCE 7-10
AISC 341-10
Energy- -
energy- -- - -
--10 -10
his
, E ,
1 2 3 4 5
Sekizinci Ulusal Deprem Mühendisliği Konferansı, 11 Mayıs-15 Mayıs, 2015, İstanbul Eighth National Conference on Earthquake Engineering, 11May-15 May 2015, Istanbul, Turkey
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2001
ka
2002 Shen
,
hareke
2001
çelik orta
0st fucum
s s = ku , k=
ug ut = u + ug
, tumuufucum gs
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Enerjiye
u u u u
gs dutumduuufdutucdutum0 0 0 0
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enerjiyi, EI , EI ,
u
gI dutumtE0
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tEtEtEtEtE HeDKI
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tEtEtE HDI
enerji ,EI, yer
orta ASCE 7-10, -10 -
-A -
4
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olarak
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a u
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1 –
2 –
3 –
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4 –
a
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2
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- B 2173
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, o=3 =5
1
DS D1T -
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5 si
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n n
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NGA# Süre
- 2 GM 1 451 Morgan Hill GM 2 -02 GM 3 1111 4 GM 4 4147 -02 GM 5
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7
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10 EI
I - 2 2 2 2 I
-2 2
2 2
EI
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I - 2 2 2 2 I
-B için 2 2
2 2
– - için
I 2 2 2 2
2 2 2 2
– - I
2 2 2 2 ol2 2 2 sn2
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AISC 341-10, 2010 eel
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SEISMIC ANALYSIS EVALUATION OF AN EXISTING STEEL PARKING STRUCTURE IN ACCORDANCE WITH TURKISH AND EUROPEAN STANDARDS USING ALSO TIME HISTORY METHOD BASED ON REAL CAPTURED DATA BY
ACCELORAGRAMS
Sinem TOLA1 ve 2
-
Anahtar Kelimeler:
ABSTRACT
e El
e
i
Keywords:
1 -
2 e-
Sekizinci Ulusal Deprem Mühendisliği Konferansı, 11 Mayıs-15 Mayıs, 2015, İstanbul Eighth National Conference on Earthquake Engineering, 11May-15 May 2015, Istanbul, Turkey
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1. 1.1
1.2
1.2.1
A g
T1 T1 ile 2T1 S T
S Tn
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1.2.2 Gerçek Ve B
1.3
-
- n
T
a .S T1 T1
ve 2T1
1.3.1 -
-
a .S -
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1.4.1 Tek D çin U Ö T
| | = . ç ( ) ( ) 2
ç ( ) ( )
TA T
2
| | = 0
= ç ( ) . ( )= 1= 2 / ç ( ) 2= 1= 2
>
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ST
i = A0 I 4
i
2. SAYISAL UYGULAMA VE HESAPLAMALAR
- m m m
m m
m
m m
-- EN 1-
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2.2. Analiz Ve Sonuçlar
2.2.1 DBYBHY
T1 ve 2T1
- - -- -
i 2
T1x T
1 ve 2T1 S
T1x - 2T1x – T - 2T –
- -
T1x T1x
-
-
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S T T
e a ile
q
-1X- -2X- - - - - - - -
Ö
i
i-1 -i – i-1
i i i
e
i
-
-
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T
- -1X
- 11
- -1X -
- -2X
- -2X -
- - - - 41
F
F
- -1X-
-
- -1X- -
- -2X- - -2X- - 12
- - - - - -
- -
-
- - -
- - - - -
- 1 - - -
-
-
-1X-
-
-2X-
-
- -
-
-1X- -
- -
-2X- -
- -
- - -
- -
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F
F
- - - 21
-
- - - -
- - -
- - - -
- - 21
- - - -
2.2.5 Yatay Yer
- –
-
-
-
-
-
- -
-
- -
-
- -
-
- - -
- -
- - -
- -
- - -
- -
-
-
-
-1X-
-2X-
- -
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-
-
-
-
-
-
- -
- -
- -
-1X- -
-2X- -
- - -
-
-
-
- -
- -
- -
-
-
-
- - -
- -
- -
- - -
- - -
- - -
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3. SONUÇLAR
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KAYNAKLAR
ve Engineering -
-
- – - –
-
– - –
–
-
-
![Page 61: 8. ULUSAL DEPREM MÜHENDİSLİĞİ KONFERANSIùhnlo (odvwln yh hodvwr-sodvwln vlvwhpgh wlsln vwdwln lwph yh prgdo ndsdvlwh h÷ulohul &hohs 7dúÕ\ÕfÕ vlvwhplq hodvwln yh hodvwr-sodvwln](https://reader033.fdocuments.in/reader033/viewer/2022041700/5e414d988b5839543b4d497c/html5/thumbnails/61.jpg)
RUSYA DEPREM YÖNETME VE TÜRK DEPREM YÖNET
1
ÖZET
- -
Rusya Depre
binaya tablo
Anahtar Kelimeler: -
– - - -- -
imum Design important buildings are designed in
regions Keywords: -
1
Sekizinci Ulusal Deprem Mühendisliği Konferansı, 11 Mayıs-15 Mayıs, 2015, İstanbul Eighth National Conference on Earthquake Engineering, 11May-15 May 2015, Istanbul, Turkey
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k Bölgesi
lar (Romanya) depremininmilyon km - -
nde etkili
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b
sebebiyle
- -
olan bölgede -
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bin
-
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ol
ilk basit uygulama
- --
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(K ) ntrol edilmesi esas
i
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(ballov) deprem belirlenen
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- -
- - - -
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- -
Bölge -
B
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Vs [ Depremsellik
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)
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-
m m g - -
K0
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I ve K0)
Bina Önemi
-
Design Depremi Deprem
Y
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Ra ve K1)
-
K1 Ra 1-D ötesi
göstermesi istenmeyen binalar 1 1
- bile
- (
( ( ( ( ( (
) ( -
basit
Rus Deprem
Tipi K )
ki
1
(A0 ve A)
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-a
-
(S(T) ve )
1
i 0.1 sn. ise i = 1 + 15Ti
0.1 sn < i < 0.4 sn. ise i = 2.5
i 0.4 sn. ise i = 2.5(0.4/Ti)0.5
i 0.1 sn. ise i = 1 + 15Ti
0.1 sn. < i < 0.8 sn. ise i = 2.5
i 0.8 sn. ise i = 2.5(0.8/Ti)0.5
i
- i
n
i
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-
– – - – – - – - - – - -
i < i B
i B i B i B
- i > i
- i i
(
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rl - l r1 r
sin r l
n
jjij
n
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n
jjj
n
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(betonarme perde)
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ÖRNEKLER
a- -
-
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1 1
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- - – Vt ton – i ton
kabul edelim) biri - - -
a b
mg ton
EIkh
mm
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1 1
Örnek- rler
Bina ik 1
R
t
1 -
-
- -
1
SONUÇ
-
-
lik
yenilenen
KAYNAKLAR
) “ -
) “Deprem ” ASB
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![Page 75: 8. ULUSAL DEPREM MÜHENDİSLİĞİ KONFERANSIùhnlo (odvwln yh hodvwr-sodvwln vlvwhpgh wlsln vwdwln lwph yh prgdo ndsdvlwh h÷ulohul &hohs 7dúÕ\ÕfÕ vlvwhplq hodvwln yh hodvwr-sodvwln](https://reader033.fdocuments.in/reader033/viewer/2022041700/5e414d988b5839543b4d497c/html5/thumbnails/75.jpg)
Ali Haydar KAYHAN1 2
De dirilmem için
depremler
O
he
um
O
1 2
Sekizinci Ulusal Deprem Mühendisliği Konferansı, 11 Mayıs-15 Mayıs, 2015, İstanbul Eighth National Conference on Earthquake Engineering, 11May-15 May 2015, Istanbul, Turkey
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ve e
2; FahjanDY
tan - FEMA- Bu
Yönetmeli
Am ) ivme
yeni nin lda
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) A
için Y
d
A B 1
BA
A B
BB
T A T TT
A T A T T T
T A T TT
1)
için
A B
A B Z1 Z2
ZAMAN TANIM ALA
deprem yer
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r
Avrupa Kuvvetli Yer Ha eri
- D ve E
2 nda ve
Katal A B C D E
için
-
-
2 ile v u ile
F f g g gx x x x x 2)
2 de x ve
1f x A(T) ile ivme E(T) g1 x g2 x) ve g x)
1f x
T T
21
1
m
i ii
f E T A Tx i m )
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an E(T), SAi(T) n
1
n
ii
SA TE T s T s
n )
T E(T) A(T)
1
E Ag
E Ax )
E(T)/A(T) er
E(T)/A(T) -
2
durumlarda
E T A T E T A Tg E T A T E T A Tx )
i de
g x )
A
yi elde e Geem ) A
ile
2 ile verilen F x
F x i i ix x x i N
1 2 Nx x xx i ix ve
ix parametreleri
ve ile
Bu nin i
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1 1 1 1 11 2 12 2 2 2 21 2 1
1 1 11 111 2
11 2
N N
N N
HMS HMS HMSHMS HMSN N
HMS HMS HMSHMS HMSN N
x x x x Fx x x x F
x x Fx xx x Fx x
xx
xx
Nx x x xx
leri 1 HMS
i i ix x xleri
i i ix x x
i N )
içeri
)
- - )
i E
yerine yeni a
Avrupa Kuvv
- A ve C
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Z1 Z2 et 1
2 de Z1 elde edilen la
2 1 ait
te Z2 elde edilen
2 ait
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te Z elde edilen
ait
vme de
Z1 Z2 1
de Z1 elde edilen
1 i ait
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te Z2 de Z elde edilen de
2 ait
ait
Z2 ve Z
ve
elde edil lar ile
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-- -
Minimum D L B Other
CA n - t u e aa the the art Computer Methods in Applied Mechanics and Engineering -
-
D
-
Fahjan YM ) t ivme u deprem ö -
n
FEMA- P N B Other
A n h a hSimulation –
Engineering Structures -
--
-
h h a dization –
Prie ) B D
B E B
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- Friuli -Y
- Friuli -Y - Friuli -Y - Friuli - - Friuli - Drama -Y Friuli -Y Kalamata - Friuli - -Y - -Y -Y -Y Camp - -Y Camp -Y -Y Camp -Y
- -Y - -Y -Y -Y -Y - - - -Y - -Y -Y -Y -Y - - -Y -Y - -Y - -Y - -Y -Y - - - -Y Friuli - - -Y - -Y - - -Y -Y
-Y - -Y - - - -Y -Y - -Y Avej -Y - Avej
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![Page 87: 8. ULUSAL DEPREM MÜHENDİSLİĞİ KONFERANSIùhnlo (odvwln yh hodvwr-sodvwln vlvwhpgh wlsln vwdwln lwph yh prgdo ndsdvlwh h÷ulohul &hohs 7dúÕ\ÕfÕ vlvwhplq hodvwln yh hodvwr-sodvwln](https://reader033.fdocuments.in/reader033/viewer/2022041700/5e414d988b5839543b4d497c/html5/thumbnails/87.jpg)
Ali Haydar KAYHAN1 2
deprem performans için
analiz yöntemi de
hastane
i nonlinear
nonlinear time history analyses of a five-
as residential and hospital sets a s
Nonlinear
1 2
Sekizinci Ulusal Deprem Mühendisliği Konferansı, 11 Mayıs-15 Mayıs, 2015, İstanbul Eighth National Conference on Earthquake Engineering, 11May-15 May 2015, Istanbul, Turkey
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a önemli de-ekonomik
her zaman ) ye
depreme
da olma
içerisinde yer alan
-ekonomik
De
istenmektedir
hastane
Am )
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Deprem
D
2 2 2 2
1 d
rde ise katta
2
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2 ) aks ve mesnet
tan K
olarak önerilmekte iken k K ile
y
Plastik mafsal
için moment- -
Kolonlar için moment--
2
2
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2
Hasar s ç
cu MN s MN
cu GV s sm s GV
cu GÇ s sm s GÇ
Deprem Yönetmeli
da
ile k
hastane
nin
Y
Z3 olan depremler için
A A 3 t
3 spektral ivme
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“ yer
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