Reliability and reliability-based sensitivity analysis of self-centering buckling restrained braces using meta-models

被引:9
作者
Hashemi, Seyede Vahide [1 ]
Miri, Mahmoud [1 ]
Rashki, Mohsen [2 ]
Etedali, Sadegh [3 ]
机构
[1] Univ Sistan & Baluchestan, Dept Civil Engn, POB 9816745563-161, Zahedan, Iran
[2] Univ Sistan & Baluchestan, Dept Architectural Engn, Zahedan, Iran
[3] Birjand Univ Technol, Dept Civil Engn, Birjand, Iran
关键词
Buckling restrained brace; shape memory alloy; reliability analysis; sensitivity; meta-models; RESPONSE-SURFACE METHOD; SEISMIC PERFORMANCE; SIMULATION METHOD; DESIGN; FAILURE; FRAMES;
D O I
10.1177/1045389X211026382
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper aims to carry out sensitivity analyses to study how the effect of each design variable on the performance of self-centering buckling restrained brace (SC-BRB) and the corresponding buckling restrained brace (BRB) without shape memory alloy (SMA) rods. Furthermore, the reliability analyses of BRB and SC-BRB are performed in this study. Considering the high computational cost of the simulation methods, three Meta-models including the Kriging, radial basis function (RBF), and polynomial response surface (PRSM) are utilized to construct the surrogate models. For this aim, the nonlinear dynamic analyses are conducted on both BRB and SC-BRB by using OpenSees software. The results showed that the SMA area, SMA length ratio, and BRB core area have the most effect on the failure probability of SC-BRB. It is concluded that Kriging-based Monte Carlo Simulation (MCS) gives the best performance to estimate the limit state function (LSF) of BRB and SC-BRB in the reliability analysis procedures. Considering the effects of changing the maximum cyclic loading on the failure probability computation and comparison of the failure probability for different LSFs, it is also found that the reliability indices of SC-BRB were always higher than the corresponding reliability indices determined for BRB which confirms the performance superiority of SC-BRB than BRB.
引用
收藏
页码:669 / 686
页数:18
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