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

Buckling; Cable-stayed bridge; Collapse loads; Inelastic buckling analysis; Bridges; Buckling; Cables; Eigenvalues and eigenfunctions; Iterative methods; Beam column effect; Collapse loads; Eigenvalue computation; Improved convergence; Inelastic buckling; Inelastic buckling analysis; SIMPLE method; Steel cable-stayed bridges; Cable stayed bridges
제목
Estimation of Inelastic Buckling Collapse Loads for Steel Cable-Stayed Bridges
저자
Choi, Dong Ho; Gwon, Sun-gil; Yoo, Hoon
DOI
10.2749/222137813808627253
발행일
2013-09
유형
Conference Paper
저널명
Long Span Bridges and Roofs - Development, Design and Implementation
페이지
1 ~ 4