Experimental Study and Theoretical Analysis on the Seismic Performance of the New Frame-Bent Structure
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.
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
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