Damage evaluation models of reinforced concrete buildings based on the damage statistics and simulated strong motions during the 1995 Hyogo-ken Nanbu earthquake

Earthquake Engineering and Structural Dynamics

Volumn 33, Issue 6, 2004, Pages 755-774

  Nagato, Kenichiro ^a   Kawase, Hiroshi ^b  

^a GHD PTY LTD   (Australia)

^b KYUSHU UNIVERSITY   (Japan)

Author keywords

Building damage ratio; Damage evaluation; Reinforced concrete building; Simulated strong motion

Indexed keywords

DATA ACQUISITION; MODEL BUILDINGS; REINFORCED CONCRETE; SHEAR STRENGTH; STATISTICAL METHODS; WAVEFORM ANALYSIS; YIELD STRESS;

NON-LINEAR RESPONSE; SEISMIC CODE; STRENGTH DISTRIBUTION;

EARTHQUAKE RESISTANCE;

EARTHQUAKE DAMAGE; EARTHQUAKE ENGINEERING; KOBE EARTHQUAKE 1995; STRUCTURAL RESPONSE;

EID: 2342567705     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.376     Document Type: Article

References (18)

1. Miyakoshi J, Hayashi Y, Watanabe K, Tamura K. Seismic performance evaluation of buildings from building damage of the 1995 Hyogo-Ken-Nanbu earthquake. Journal of Structural Engineering 1997; 43B:269-276 (in Japanese with English abstract).
2. Miyakoshi J, Hayashi Y, Tamura K. Study of seismic performance of building groups based on building damage data and earthquake response analysis. Proceedings of the 10th Japan Earthquake Engineering Symposium 1998; 1:327-332 (in Japanese with English abstract).
3. Kawase H. The cause of the damage belt in Kobe: 'The Basin-Edge Effect', constructive interference of the direct S-wave with the basin-induced diffracted/Rayleigh waves. Seismological Research Letters 1996; 67(5):25-34.
4. Hayashi Y, Miyakoshi J, Tasai A, Ohno T. Seismic performance of RC buildings during the Hyogo-ken Nanbu earthquake. Journal of Structural and Construction Engineering (Transactions of AIJ) 2000; No. 528:135-142 (in Japanese with English abstract).
5. Kawase H, Matsushima S, Graves RW. Somerville PG. Strong motion simulation of Hyogo-ken Nanbu (Kobe) earthquake considering both the heterogeneous rupture process and the 3D basin structure. Proceedings of the 12th World Conference on Earthquake Engineering, Auckland. New Zealand, 2000, CD-ROM Ref. No. 990.
6. Matsushima S, Kawase H. Multiple asperity source model of the Hyogo-ken Nanbu earthquake of 1995 and strong motion simulation in Kobe. Journal of Structural and Construction Engineering (Transactions of AIJ) 2000; No. 534:33-40 (in Japanese with English abstract).
7. Reinforced Concrete Structure Research Committee. Kinki Branch, AIJ, Report on damage statistics for reinforced concrete buildings during the Hyogo-ken Nanbu earthquake, 1996; (in Japanese).
8. International Association for Earthquake Engineering, Earthquake Resistant Regulations, A World List, Association for Science Documents Information; 1984.
9. Aoyama H. Outline of earthquake provisions in the recently revised Japanese building code. Bulletin of the New Zealand National Society for Earthquake Engineering 1981; 14(2):63-80
10. Umemura H, Watabe M. Ishiyama Y, Fukuta T. Follow-up of new earthquake resistant regulations for buildings in Japan. Proceedings of the 8th World Conference on Earthquake Engineering, San Francisco, U.S.A., 1984; Vol. 1; 739-746.
11. Usami M, Teshigawara M, Kitagawa Y, Kawase H. Estimation of strong ground motion and building damage in the 1995 Hyogo-ken Nanbu earthquake. Proceedings of the 12th World Conference Earthquake Engineering, Auckland, New Zealand, 2000; CD-ROM Ref. No. 2038.
12. Yoshimura M, Inoue N, Hisano M, Teshigawara M. Ground motion intensities of Hyogo-ken Nanbu earthquake estimated from non-linear response analysis for damaged buildings. Proceedings of the 10th Japan Earthquake Engineering Symposium, 1998; Vol. 1: 93-98 (in Japanese with English abstract).
13. Dohi H, Inaba T, Sato T, Ninomiya T, Okuta K, Akagi H. Seismic response analysis of the NTT Kobe Ekimae building during the Hyogo-ken Nanbu Earthquake of 17 January 1995. Proceedings of the 10th Japan Earthquake Engineering Symposium. 1998; Vol. 2; 1803-1808 (in Japanese with English abstract).
14. Fukada Y. Study on hysteretic characteristics of reinforced concrete buildings, Part 1. Establishment and response calculations of the degrading stiffness tri-linear model. Proceedings of the 40th of Meeting of AIJ Kanto Branch, 1969; 121-124 (in Japanese).
15. Otani S. Hysteresis models of reinforced concrete for earthquake response analysis. Journal of Faculty of Engineering, University of Tokyo, 1981; XXXVI(2):407-441.
16. Architectural Institute of Japan, Seismic load: Prediction of ground motion and response of structures. AIJ Committee for Seismic Load, 1992 (in Japanese).
17. Graves RW. Simulation seismic wave propagation in 3D elastic media using staggered-grid finite differences. Bulletin of the Seismological Society of America 1996; 86(4):1091-1106.
18. Shibata A. Prediction of the probability of earthquake damage to reinforced concrete building groups in a city. Proceedings of the 7th World Conference on Earthquake Engineering. Istanbul, Turkey. 1980: Vol. 4; 395-402.