Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/100591
Title: A new stochastic simulation algorithm for updating robust reliability of linear structural dynamic systems
Authors: Cheung, Sai Hung
Bansal, Sahil
Keywords: DRNTU::Engineering::Civil engineering
Issue Date: 2013
Source: Cheung, S. H., & Bansal, S. (2014). A new stochastic simulation algorithm for updating robust reliability of linear structural dynamic systems. Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures (pp. 1929-1935): CRC Press.
Abstract: It is of great interest to assess during the operation of a dynamic system whether it is expected to satisfy specified performance objectives.To do this, the failure probability (or its complement, robust reliability) of the system when it is subjected to dynamic excitation is computed. The word ‘failure’ is used here to refer to unsatisfactory performance of the system. In this paper, we are interested in using system data to update the robust failure probability that any particular response of a linear structural dynamic system exceeds a specified threshold during the time when the system is subjected to future Gaussian dynamic excitation. Computation of the robust reliability takes into account uncertainties from structural modeling in addition to the modeling of the uncertain excitation that the structure will experience during its lifetime. The updating is based on partial modal data from the structure. By exploiting the properties of linear dynamics, a new approach based on stochastic simulation methods is proposed, to update the robust reliability of the structure. The efficiency of the proposed approach is illustrated by a numerical example involving a linear elastic structural model of a building.
URI: https://hdl.handle.net/10356/100591
http://hdl.handle.net/10220/24106
DOI: http://dx.doi.org/10.1201/b16387-281
Rights: © 2013 Taylor & Francis Group. This is the author created version of a work that has been peer reviewed and accepted for publication by Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures, Taylor & Francis Group. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [http://dx.doi.org/10.1201/b16387-281].
Fulltext Permission: open
Fulltext Availability: With Fulltext
Appears in Collections:CEE Conference Papers

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