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

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초록

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.

키워드

BucklingCable-stayed bridgeCollapse loadsInelastic buckling analysisBridgesBucklingCablesEigenvalues and eigenfunctionsIterative methodsBeam column effectCollapse loadsEigenvalue computationImproved convergenceInelastic bucklingInelastic buckling analysisSIMPLE methodSteel cable-stayed bridgesCable stayed bridges
제목
Estimation of Inelastic Buckling Collapse Loads for Steel Cable-Stayed Bridges
저자
Choi, Dong HoGwon, Sun-gilYoo, Hoon
DOI
10.2749/222137813808627253
발행일
2013-09
유형
Conference Paper
저널명
Long Span Bridges and Roofs - Development, Design and Implementation
페이지
1 ~ 4