Experimental Study and Theoretical Analysis on the Seismic Performance of the New Frame-Bent Structure

Abstract:

Article Preview

In order to solve the problem that traditional main building for large thermal power plant cannot satisfy seismic requirements in high-intensity area, we put forward SRC frame-RC few shear walls structure system to conduct experimental study and theoretical analysis. Based on pseudo-dynamic test of 1/7 scale model and elastic-plastic time history analysis, the deformation property and capacity for dissipation of energy, as well as the failure mechanism are analyzed. The results show that the new structure system has well seismic performance, it can satisfy seismic fortification goals in 8 intensity Ⅱ zones, but the weak positions should be given enough attentions.

Info:

Periodical:

Advanced Materials Research (Volumes 368-373)

Edited by:

Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren

Pages:

104-107

DOI:

10.4028/www.scientific.net/AMR.368-373.104

Citation:

L. X. Yin et al., "Experimental Study and Theoretical Analysis on the Seismic Performance of the New Frame-Bent Structure", Advanced Materials Research, Vols. 368-373, pp. 104-107, 2012

Online since:

October 2011

Export:

Price:

$35.00

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

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