Dynamic Nonlinear Analysis of an Irregular Office Building

Haitao Liu; Shuchang Sun; Maoxing Xu; Yiliang Peng

doi:10.1051/e3sconf/202017304003

All issues

Volume 173 (2020)

E3S Web Conf., 173 (2020) 04003

References

Open Access

Issue		E3S Web Conf. Volume 173, 2020 2020 5^th International Conference on Advances on Clean Energy Research (ICACER 2020)


Article Number		04003
Number of page(s)		6
Section		Structural Analysis and Assessment
DOI		https://doi.org/10.1051/e3sconf/202017304003
Published online		09 June 2020

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[1] Wei Lian, Wang Sen, Wei Chengji. Torsional design method of asymmetric and irregular building under horizontal earthquake action. Building Structure, 2005 2(8): 12-17. (in Chinese) [Google Scholar]

[2] Jiang Xinliang, Han Yang, Deng Zhendan. Horizontal and torsion displacement analysis on shaking table test of complex eccentric structure. Journal of Vibration Engineering, 2014, 27(2): 275-280. (in Chinese) [Google Scholar]

[3] National Standards of People’s Republic of China (2010). GB50011-2010 Code for seismic design of buildings, S. Beijing: Architecture and Building Press. [Google Scholar]

[4] National Standards of People’s Republic of China (2010). GB50010-2010 Code for design of concrete structures, S. Beijing: Architecture and Building Press. [Google Scholar]

[5] PERFORM-3D Components and elements. CSI, 2006. [Google Scholar]

[6] Prestandard and commentary for the seismic rehabilitation of buildings: FEMA 356. Washington D.C. : Federal Emergency Management Agency, 2000. [Google Scholar]