NDLI: Study of seismic reliability-based optimization of structural system base on control theory

Content Provider	IEEE Xplore Digital Library
Author	Hai Sun Gangling Hou Lifu Liang
Copyright Year	2009
Description	Author affiliation: School of Civil Engineering Harbin Engineering University Harbin, 150001, China (Hai Sun; Gangling Hou; Lifu Liang)
Abstract	This paper investigates reliability-based optimization of structural anti-disaster. At first, the random pushover analysis method was developed, and the pushover-bound analysis was proposed, which is used to identify structural dominant failure modes by generation of failure path. At second, a process of seismic reliability-based optimization of structural system base on control was proposed. By nesting the optimization of the weakest failure modes in control model, the control of structural system reliability was realized. Actual calculation example showed that structural reliability can be improved effectively by this method. The research in this paper has certain significance of basic research of structural anti-disaster reliability.
Starting Page	998
Ending Page	1002
File Size	1057037
Page Count	5
File Format	PDF
ISBN	9781424449033
DOI	10.1109/ICRMS.2009.5269984
Language	English
Publisher	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Publisher Date	2009-07-20
Publisher Place	China
Access Restriction	Subscribed
Rights Holder	Institute of Electrical and Electronics Engineers, Inc. (IEEE)
Subject Keyword	weakest failure modes Design methodology Earthquake engineering Optimization methods Reliability theory Reliability engineering control Design optimization Design engineering optimization Failure analysis pushover-bound analysis Control theory Civil engineering
Content Type	Text
Resource Type	Article

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