Paper Title:
Behavior of Super Long Span Cable-Stayed Bridges during the Construction
  Abstract

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, Z. P. Qin, G. X. Wang, "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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