Push-over analysis for concrete structures of tall building

Author:

Zhu Jie-jiang,Zhang Pei-jun,LÜ Xi-lin,Rong Bai-sheng

Publisher

Springer Science and Business Media LLC

Subject

General Engineering,General Mathematics

Reference20 articles.

1. Fajar P, Krawinkler H. Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings[M]. London and New York: Elsevier Applied Science, 1992.

2. Kabeyasawa T. Analysis of the full-scale seven-storey reinforced concrete test structure [J]. Journal of the Fac. of Eng., Univ. of Tokyo, 1983, 37:431–478.

3. Wang Yayong. The prospect of China’s seismic design mode code 2000[A]. The 5-th National Conference on Earthquake Engineering[C]. Beijing, 1998, 10–24 (in Chinese).

4. Fang E Hua, Qian Jiaru. Some suggestions on high-rise building anti-seismic structural designing[A]. The 5-th National Conference on Earthquake Engineering [C]. Beijing, 1998, 57–64(in Chinese).

5. Li Wang, Wang Yayong. Method of elastic timing analysis and application for high-rise building structure [A]. The 5-th National Conference on Earthquake Engineering[C]. Beijing, 1998, 368–373(in Chinese).

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