System Reliability Study of High-rise Frame-Shearwall Structures under Frequently Occured Earthquakes
Structural system reliability calculation is a difficult point in the civil engineering. One of many reasons is that there are many failure modes. It is necessary to consider failure dependence between failure modes. In this paper, failure of storey deformation is regarded as main failure mode. The system reliability of reinforced concrete high-rise frame-shearwall structures is calculated by using method of PNET. The result is compared with that of Monte-Carlo method. The study result indicates that it is feasible to calculate the system reliability of reinforced concrete high-rise frame-shearwall structures considering the dependence of failure modes.
reliability of system ftame-shearwall structures failure dependence
Junfeng Zhu Yifan Li Dongwei Wang
Planning & Architectural Engineering College, Henan University of Science and Technology Luoyang, Ch Civil Engineering College, Zhengzhou University Zhengzhou , China
国际会议
三峡
英文
391-394
2012-05-18（万方平台首次上网日期，不代表论文的发表时间）