Damage-control Seismic Design of Moment-resisting RC Frame Buildings

Author:

Jiang Huanjun1,Fu Bo2,Chen Linzhi3

Affiliation:

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

2. Doctoral Candidate, Research Institute of Structural Engineering and Disaster Reduction, Tongji University, China

3. 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

Reference14 articles.

1. 1) Applied Technology Council. ATC 40. (1996) Seismic evaluation and retrofit of existing concrete buildings. Redwood City, CA, USA.

2. 2) Chen, L. Z. (2010) Study on performance based seismic damage control of reinforced concrete frame structures. Ph. D. dissertation. Shanghai: Tongji University. (In Chinese).

3. 3) Chen, L. Z., Jiang, H. J., and Lu, X. L. (2010) Modified Park-Ang damage model for reinforced concrete structures. Journal of Tongji University, 38(8): 1103-1107. (In Chinese).

4. 4) CMC (China Ministry of Construction). (2008) Standard for classification of seismic protection of building constructions (GB50223-2008). China Architecture & Building Press: Beijing, China. (In Chinese).

5. 5) CMC (China Ministry of Construction). (2010) Code for Seismic Design of Buildings (GB50011-2010). China Architecture & Building Press: Beijing, China. (In Chinese).

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