Research on Elastic-Plastic Seismic Response of Inclined Mega-Structures


Article Preview

With a special structure system and architectural shape, Kelamayi Exhibition Building has a quite complicated seismic response and dynamic behavior. Based on performance-based seismic design method, vibration characteristics and seismic response under different earthquakes are researched in this paper. Elastic-plastic model is made, and elastic-plastic time history analysis of structure subjected to strong earthquake is carried out, to verify the bearing capacity of the structure according to aseismic behavior indexes. The results of static analysis and elastic-plastic time history analysis show that, the maximum storey drift angle is less than the limit value 1/100. Parts of the structure is in plastic, but not deep, and can be put into use after some repairment. In a word, Kelamayi Exhibition Building can meet the requirement of seismic fortification and fixed aseismic behavior indexed, and have enough seismic bearing capacity.



Advanced Materials Research (Volumes 255-260)

Edited by:

Jingying Zhao






N. Zhao and L. X. Jiang, "Research on Elastic-Plastic Seismic Response of Inclined Mega-Structures", Advanced Materials Research, Vols. 255-260, pp. 2532-2540, 2011

Online since:

May 2011




[1] Xu Reifu, Dai Guoying. Performance-based seismic design of tall building structures beyond the code-specification[J], China Civil Engineering Journal, 2005, 38(1): 1-10.

[2] Guo Yanlin, Huo Yili. Analysis on earthquake response and seismic load-carring capability of New CCTV Building[J]. Journal of Building Structures, 2008, 29(3): 10-23.

[3] Qian Jiaru, Zhang Weijing, Zhu Dan, Xu Rui, Zhao Zuozhou, Hu Xiaobin. Earthquake response analyses of Beijing A380 hangar structure [J]. China Civil Engineering Journal, 2008, 41(2): 9-16.

[4] Xu Ziguo, Xiao Congzhen, Li Yong, Li Yuelin, Zhu Dewen. Per formance-based aseismic design and nonlinear static analysis ofthe MOMA structur e in Beijing[J], China Civil Engineering Journal, 2008, 41(3): 58-64.

[5] Tan Jian, Ou Tong, Li Songbai, Fu Jianbo, Jia Yong, Yan Meiqin. Structure design of the Asian Games Gymnastics Stadiumin Guangzhou [J]. Journal of Building Structures, 2010, 31(3): 105-113.

[6] Professional Standard of the People's Republic of China. GB50011-2008 Code for Seismic Design of Buildings [S]. Beijing: China Architecture and Building Press, (2008).

[7] Lin Xuchuan, Lu Xinzheng, Miao Zhiwei, Ye Lieping, Yu Yinquan, Shen Lin. Finite element analysis and engineering application of RC core-tube structures based on the multi-layer shell elements[J], China Civil Engineering Journal, 2009, 42(3): 49-54.

DOI: 10.1007/978-90-481-2822-8_14

[8] Miao Z W, Lu X Z, Jiang J J, et al. Nonlinear FE model for RC shear walls based on multi-layer shell element and microplane constitutive model [CD]/Proc. Computational Methods in Engineering And Science. Sanya, Hainan, China: Tsinghua University Press & Springe-Verlag, (2006).

DOI: 10.1007/978-3-540-48260-4_50

[9] Ye Lieping, Lu Xinzheng, Ma Qianli, Wang Xunliu, Miao Zhiwei. Seismic nonlinear analytical models, methods and examples for concrete structures[J]. Engineering Mechanics, 2006, (23). 131-140.

[10] Miao Zhiwei , Wu Yaohui , Ma Qianli , Lou Yu , Ye Lieping , Lu Xinzheng. Seismic performance evaluation using nonlinear time history analysis with three2dimensional structural model for a hybrid frame2core tube structure[J]. Journal of Building Structures, 2009, 30(4): 119-129.

In order to see related information, you need to Login.