Saha, Saikat and Manohar, CS (2005) Inverse reliability based structural design for system dependent critical earthquake loads. In: Probabilistic Engineering Mechanics, 20 (1). pp. 19-31.
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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. (C) 2004 Elsevier Ltd. All rights reserved.
|Item Type:||Journal Article|
|Additional Information:||Copyright of this article belongs to Elsevier Science.|
|Keywords:||Inverse reliability method;Critical seismic excitations;Reliability based design.|
|Department/Centre:||Division of Mechanical Sciences > Civil Engineering|
|Date Deposited:||26 Aug 2009 18:24|
|Last Modified:||19 Sep 2010 04:55|
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