期刊文献+
共找到1篇文章
< 1 >
每页显示 20 50 100
Probabilistic safety assessment of self-centering steel braced frame
1
作者 navid rahgozar Nima rahgozar Abdolreza S. MOGHADAM 《Frontiers of Structural and Civil Engineering》 SCIE EI CSCD 2018年第1期163-182,共20页
The main drawback of conventional braced frames is implicitly accepting structural damage under the design earthquake load, which leads to considerable economic losses. Controlled rocking self-centering system as a mo... The main drawback of conventional braced frames is implicitly accepting structural damage under the design earthquake load, which leads to considerable economic losses. Controlled rocking self-centering system as a modem low-damage system is capable of minimizing the drawbacks of conventional braced frames. This paper quantifies main limit states and investigates the seismic performance of self-centering braced frame using a Probabilistic Safety Assessment procedure. Margin of safety, confidence level, and mean annual frequency of the self-centering archetypes for their main limit states, including PT yield, fuse fracture, and global collapse, are established and are compared with their acceptance criteria. Considering incorporating aleatory examined. Results of the investigation indicate that the provide the adequate margin of safety against exceeding and epistemic uncertainties, the efficiency of the system is design of low- and mid-rise self-centering archetypes could the undesirable limit-states. 展开更多
关键词 self-centering steel braced frame mean annual frequency safety assessment confidence level margin of safety
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部