Seismic Behavior of Super High-Rise Frame-Core Wall Structure

Abstract:

Article Preview

In this paper a super high-rise frame-core wall as an example, It was analyzed the frame-core wall structure system under action of earthquake force features, set reasonable seismic performance objectives, analysis the structure reasonable failure mode, made it have enough bearing capacity and ductility for a reasonable design of frame and coupling wall-beam, could make the frame-core wall structure with multiple seismic fortification lines, improve the seismic performance of the frame-core wall structure. Finally, the action of earthquake deformation and seismic shear force distribution was analyzed through the elastic dynamic time-history analysis. After a reasonable optimization analysis showed: Frame-core wall structure could have three seismic fortification lines: coupling beams, core wall, frame structure, and had enough energy dissipation ability at the same time, could form the rational failure mode, improved the seismic performance of the structure.

Info:

Periodical:

Edited by:

Chunliang Zhang and Paul P. Lin

Pages:

967-971

Citation:

J. X. Yuan and Q. Zhang, "Seismic Behavior of Super High-Rise Frame-Core Wall Structure", Applied Mechanics and Materials, Vols. 226-228, pp. 967-971, 2012

Online since:

November 2012

Export:

Price:

$38.00

[1] Miao Zhiwei, Ye Lieping, et al. Journal of Building Structure, Vol. 39 (2009), p.1.

[2] Fan Weixia, Zhao Qunchang. Architecture technology, Vol. 42 (2011), p.78.

[3] Qing Zhang, Jing Cao, et al. Applied Mechanics and Materials, Vol. 147(2012)p.249.

[4] Hou Guangyu, Chen Binlei, et al. Journal of Building Structure, Vol. 27 (2006), p.1.

[5] Zhang Xiaofeng, Lili. Journal of Sichuan building, Vol. 28(2008)p.109.

[6] MA Biao, Chu Jian-bin. Sci-tech information development & economy, Vol. 21(2011)p.185.