This paper presents a computational approach for structural reliability analysis using the response surface method (RSM) integrated with advanced first order reliability method (AFORM). The concept and well organized computational procedure provide a suitable tutorial material for interesting practitioners and engineers. The presented iterative AFORM and RSM based reliability algorithm has been applied to solve the reliability of displacement constraint in a loaded beam and a ten-bar truss problem. The presenting integration approach works well and can be applicable to general structural reliability analysis.
Relation:
中華民國力學學會年會暨第三十一屆全國力學會議論文集=Proceedings of the 31th National Conference on Theoretical and Applied Mechanics，6p.
