Seismic Fragility Assessment of RC Moment-Resisting Frames Designed According to the Current Chinese Seismic Design Code-Reference-Cited by-同舟云学术

Seismic Fragility Assessment of RC Moment-Resisting Frames Designed According to the Current Chinese Seismic Design Code

Published:2012-05 Issue:1 Volume:11 Page:153-160
ISSN:1346-7581
Container-title:Journal of Asian Architecture and Building Engineering
language:en
Short-container-title:Journal of Asian Architecture and Building Engineering

Author:

Jiang Huanjun¹,Lu Xilin¹,Chen Linzhi²

Affiliation:

1. Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, China

2. Engineer, China Southeast Architecture Design Institute Co., Ltd., China

Publisher

Informa UK Limited

Subject

Arts and Humanities (miscellaneous),Building and Construction,Cultural Studies,Architecture,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.3130/jaabe.11.153

Reference2 articles.

1. Filippou, F. C., Popov, E. P., and Bertero, V. V. (1983) Effects of bond deterioration on hysteretic behavior of reinforced concrete joints. EERC Report 83-19. Berkeley: Earthquake Engineering Research Center.

2. Jiang, H. J., Chen, L. Z., and Chen, Q. (2011) Seismic damage assessment and performance levels of reinforced concrete members. Proceedings of the Twelfth East Asia-Pacific Conference on Structural Engineering and Construction, Hong Kong, China.

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