Seismic Reliability Analysis of Structures by an Adaptive Support Vector Regression-Based Metamodel

被引:3
|
作者
Roy, Atin [1 ,2 ]
Chakraborty, Subrata [1 ,3 ]
机构
[1] Indian Inst Engn Sci & Technol, Dept Civil Engn, Howrah, India
[2] Univ Glasgow, James Watt Sch Engn Infrastruct & Environm, Glasgow, Scotland
[3] Indian Inst Engn Sci & Technol, Dept Civil Engn, Howrah 711103, India
关键词
Seismic reliability analysis; metamodel; support vector regression; adaptive sampling; monte carlo simulation; RESPONSE-SURFACE APPROACH; LIMIT STATE FUNCTIONS; FRAGILITY ANALYSIS; GROUND MOTION; PERFORMANCE; UNCERTAINTY; SIMULATION; NETWORKS; FAILURE; MACHINE;
D O I
10.1080/13632469.2023.2242975
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The dual metamodeling approach is usually adopted to tackle the stochastic nature of earthquakes in seismic reliability analysis relying on the lognormal response assumption. Alternatively, a direct response approximation approach where separate metamodels are constructed for each earthquake is attempted here avoiding prior distribution assumption. Further, an adaptive support vector regression-based metamodeling is proposed that selects new training samples near the failure boundary with due consideration to accuracy and efficiency. The effectiveness of the approach is elucidated by comparing it with the results obtained by the direct Monte Carlo simulation technique and a state-of-the-art active learning-based Kriging approach.
引用
收藏
页码:1590 / 1614
页数:25
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