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Page 1: library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00578/2001/26-0201.pdf · Motions during Large Earthquakes, Bulletin of Disaster Prevention Research Institute, Kyoto University, Vol.32,
Page 2: library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00578/2001/26-0201.pdf · Motions during Large Earthquakes, Bulletin of Disaster Prevention Research Institute, Kyoto University, Vol.32,
Page 3: library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00578/2001/26-0201.pdf · Motions during Large Earthquakes, Bulletin of Disaster Prevention Research Institute, Kyoto University, Vol.32,
Page 4: library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00578/2001/26-0201.pdf · Motions during Large Earthquakes, Bulletin of Disaster Prevention Research Institute, Kyoto University, Vol.32,

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00037/2002/697-0065.pdf51.5 (kN) 44.9 (kN) Re-bar high strength 45.5 (kN) analvsis S.T.-0.25 12 20 70 16 16 67 vc=47.1 analysis analysis

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00037/2002/697-0065.pdf51.5 (kN) 44.9 (kN) Re-bar high strength 45.5 (kN) analvsis S.T.-0.25 12 20 70 16 16 67 vc=47.1 analysis analysis

JSCE-CE2010 36 137 - J-STAGE

JSCE-CE2010 36 137 - J-STAGE

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00516/2000/37-0131.pdfCarbonic anhydrase (MW : 30.0kDa) : Myosin (MW : 212.0kDa) a 2-Macroglobumin (MW : 170.0kDa) (MW : 116.0kDa) Transferrin

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00516/2000/37-0131.pdfCarbonic anhydrase (MW : 30.0kDa) : Myosin (MW : 212.0kDa) a 2-Macroglobumin (MW : 170.0kDa) (MW : 116.0kDa) Transferrin

Structural Design for Infrastructure Resilience RikiHonda ... · Structural Design for Infrastructure Resilience RikiHonda University of Tokyo/JSCE JSCE-ASCE Symposium on Infrastructure

Structural Design for Infrastructure Resilience RikiHonda ... · Structural Design for Infrastructure Resilience RikiHonda University of Tokyo/JSCE JSCE-ASCE Symposium on Infrastructure

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00039/2000/23-1-0719.pdf(m) (9) (m) (Km/h) (96) 262. I 260.8 241.5 255.0 5.7 5.7 6.2 43.5 42. I 47.1 4.4 6.1 8.3 6.2 80.0 60.0 94.2 281.2

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00039/2000/23-1-0719.pdf(m) (9) (m) (Km/h) (96) 262. I 260.8 241.5 255.0 5.7 5.7 6.2 43.5 42. I 47.1 4.4 6.1 8.3 6.2 80.0 60.0 94.2 281.2

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00008/1965/12-0224.pdf · 2007. 8. 8. · 228 12 ¥ (1965) 1: 2.0 1 3.5 Y 0.96 D, D D y 5 Bell & Howell 16 mm movie camera, Magnifax

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00008/1965/12-0224.pdf · 2007. 8. 8. · 228 12 ¥ (1965) 1: 2.0 1 3.5 Y 0.96 D, D D y 5 Bell & Howell 16 mm movie camera, Magnifax

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00041/2003/20-0051.pdfSample A 1 AC CP N CP 243 cbcbb Sample B 2 -E Tb60 9 bao NP 243 100 10 o o 5. 11 11 2 12- W. 5- 20 10 o 18 3- M

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00041/2003/20-0051.pdfSample A 1 AC CP N CP 243 cbcbb Sample B 2 -E Tb60 9 bao NP 243 100 10 o o 5. 11 11 2 12- W. 5- 20 10 o 18 3- M

JSCE-CE2009 35 302 - J-STAGE

JSCE-CE2009 35 302 - J-STAGE

JSCE 1997(b)

JSCE 1997(b)

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00057/1964/20-0130.pdf · Guyon- massonnet 70 E U -CD Hom- berg k IA-I D X 5 'CD Guyon-massonnet Hom- berg f - e —4 @45— 180 J,JT

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00057/1964/20-0130.pdf · Guyon- massonnet 70 E U -CD Hom- berg k IA-I D X 5 'CD Guyon-massonnet Hom- berg f - e —4 @45— 180 J,JT

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00008/2003/50-0931.pdf · 933 E, 10 aga 9 Z. Line 2 10 a Line 3 T b, 8 T, 10 D ii ) 9 (15, 20 Z, 10 (8B) C El—4 12 m 15, 20 a (9 H)

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00008/2003/50-0931.pdf · 933 E, 10 aga 9 Z. Line 2 10 a Line 3 T b, 8 T, 10 D ii ) 9 (15, 20 Z, 10 (8B) C El—4 12 m 15, 20 a (9 H)

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00557/2009/12-0199.pdf · 4. Cl—2 4-1 Cl-2 Cl-2 1970 RC 1970 IRC 1995 20. 2 g-2 4400 13 o 7000 Cl-2 Sect i on (A-A) 00120010 1800

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00557/2009/12-0199.pdf · 4. Cl—2 4-1 Cl-2 Cl-2 1970 RC 1970 IRC 1995 20. 2 g-2 4400 13 o 7000 Cl-2 Sect i on (A-A) 00120010 1800

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00037/2001/690-0159.pdfComparative study of experimental results, JSCE and FEM predictions is conducted. Key Words: pre-cracked RC, non-proportional

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00037/2001/690-0159.pdfComparative study of experimental results, JSCE and FEM predictions is conducted. Key Words: pre-cracked RC, non-proportional

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00127/2002/48-A1-0411.pdfo. o. 04 5. 05 2. 2.578+0: to 2.90+01 t. 218+0: to :.STB+Ot 1.848+02 to 1.478+0: to 1.848+02 1.10B+02 to 1.478±0:

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00127/2002/48-A1-0411.pdfo. o. 04 5. 05 2. 2.578+0: to 2.90+01 t. 218+0: to :.STB+Ot 1.848+02 to 1.478+0: to 1.848+02 1.10B+02 to 1.478±0:

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00028/2002/46-0743.pdf · (r 060-8628 13 8 T a) Development of emerged mid-channel bar is very important in the formation of braided

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00028/2002/46-0743.pdf · (r 060-8628 13 8 T a) Development of emerged mid-channel bar is very important in the formation of braided

JSCE Bè Bé Rationale for coefficient of earth pressure at ...library.jsce.or.jp/jsce/open/00561/2009/12-0383.pdf · Journal of Applied Mechanics Vol.12 (August 2009) JSCE Rationale

JSCE Bè Bé Rationale for coefficient of earth pressure at ...library.jsce.or.jp/jsce/open/00561/2009/12-0383.pdf · Journal of Applied Mechanics Vol.12 (August 2009) JSCE Rationale

JSCElibrary.jsce.or.jp/jsce/open/00578/2009/3-0033.pdf(d) 5e lM ¢-V; >¬UBRC 6 +ÁN )ñ100%MS ) g7/4; _fH P + ¹ ñRC-2 g7/4; _fH gK 95.8 mm ïcçu ®ft 19.8 mm ñ? ïUBRC g7/4;

JSCElibrary.jsce.or.jp/jsce/open/00578/2009/3-0033.pdf(d) 5e lM ¢-V; >¬UBRC 6 +ÁN )ñ100%MS ) g7/4; _fH P + ¹ ñRC-2 g7/4; _fH gK 95.8 mm ïcçu ®ft 19.8 mm ñ? ïUBRC g7/4;

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00008/1983/30-0531.pdfg/cm3, Q=2.50 cm3/sec, f = 1.68 sec—I, 150 sec) (6) Created Date: 12/15/2005 2:44:20 PM ...

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00008/1983/30-0531.pdfg/cm3, Q=2.50 cm3/sec, f = 1.68 sec—I, 150 sec) (6) Created Date: 12/15/2005 2:44:20 PM ...

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00565/2002/06-0019.pdfROACT LOAD SUBJECTED TO AIRCRAFT CRASH ONTO BUILDNGS Yoshiyuki Kasai (7371-0816 (World Trade Center Aircraft ,

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00565/2002/06-0019.pdfROACT LOAD SUBJECTED TO AIRCRAFT CRASH ONTO BUILDNGS Yoshiyuki Kasai (7371-0816 (World Trade Center Aircraft ,

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00037/2001/683-0173.pdf · FORMATION OF FAILURE PATH IN RC MEMBERS ... in a smeared area where external forces can be ... effective

library.jsce.or.jplibrary.jsce.or.jp/jsce/open/00037/2001/683-0173.pdf · FORMATION OF FAILURE PATH IN RC MEMBERS ... in a smeared area where external forces can be ... effective