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Estimation of Inelastic Buckling Collapse Loads for Steel Cable-Stayed Bridges

Authors
Choi, Dong HoGwon, Sun-gilYoo, Hoon
Issue Date
Sep-2013
Publisher
International Association for Bridge and Structural Engineering (IABSE)
Keywords
Buckling; Cable-stayed bridge; Collapse loads; Inelastic buckling analysis
Citation
Long Span Bridges and Roofs - Development, Design and Implementation, pp.1 - 4
Indexed
SCOPUS
Journal Title
Long Span Bridges and Roofs - Development, Design and Implementation
Start Page
1
End Page
4
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/161996
DOI
10.2749/222137813808627253
Abstract
In this paper, a simple method for estimating the buckling collapse loads for steel cable-stayed bridges is proposed. An improved convergence criterion for iterative eigenvalue computations is suggested to consider the beam-column effect for girder and tower members of a cable-stayed bridge system. Then, the two example bridges representing medium and long-span models are analyzed in order to show the validity and applicability of the proposed method.
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서울 공과대학 > 서울 건설환경공학과 > 1. Journal Articles

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COLLEGE OF ENGINEERING (DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING)
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