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- W914350475 abstract "A hybrid structural reliability analysis method that integrates a commercial finite element program and a reliability analysis algorithm is proposed to estimate the safety of real structures in this paper. Since finite element method (FEM) is most commonly and widely used in the analysis and design practice of real structures, it appears to be necessary to use a general FEM program in the structural reliability analysis. In this case, simple conventional reliability methods cannot be used because the limit state function can only be expressed in an algorithmic form. The response surface method(RSM)-based reliability algorithm with the first-order reliability method (FORM) found to be ideal in this respect and is used in this paper. The intention of use of RSM is to develop, albeit approximately, an explicit expression of the limit state function for real structures. The explicit limit state function for a statically indeterminate three bar truss structure is used in the first numerical example to verify both accuracy and efficiency of the proposed algorithm, and its application potential to the variety of engineering problems. The applicability of the proposed method to complex real structures is examined with help of the second example in consideration of a concrete dam. Both the strength and serviceability limit states are considered in this example." @default.
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- W914350475 date "2003-01-01" @default.
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- W914350475 title "A Hybrid Algorithm for Finite Element Reliability Analysis of Real Structures" @default.
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