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- W2155104764 abstract "The problem of reliability based design of structures subjected to partially specified random earthquake loads is considered. A procedure for the determination of structure–excitation pair that maximizes a specified response variable and, at the same time, achieves a target reliability is outlined. The procedure combines concepts from inverse first order reliability methods and methods for determining random critical earthquake loads. The formulation is shown to lead to a problem in constrained non-linear optimization. Issues related to spatial variability of earthquake loads are also addressed. Illustrative examples on a singly supported multi-degree of freedom system and a doubly supported single degree of freedom system are included." @default.
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- W2155104764 date "2005-01-01" @default.
- W2155104764 modified "2023-09-27" @default.
- W2155104764 title "Inverse reliability based structural design for system dependent critical earthquake loads" @default.
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- W2155104764 doi "https://doi.org/10.1016/j.probengmech.2004.03.006" @default.
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