Behavior of Super Long Span Cable-Stayed Bridges during the Construction

Abstract:

Article Preview

In order to accurately reflect the effects and the spatial and temporal variation of long span cable-stayed bridge during the construction process, this paper, based on total CR formulation and the catenary cable element, improves the existing methods of geometrically nonlinear analysis and then develops a new software for nonlinear analysis of bridge through the entire construction.

Info:

Periodical:

Edited by:

Helen Zhang and David Jin

Pages:

474-477

DOI:

10.4028/www.scientific.net/AMM.63-64.474

Citation:

P. Liang et al., "Behavior of Super Long Span Cable-Stayed Bridges during the Construction", Applied Mechanics and Materials, Vols. 63-64, pp. 474-477, 2011

Online since:

June 2011

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Price:

$35.00

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