Paper Title:
Analyze on Construction Status Long-Span Arch Rib Bridge by Numerical Simulation
  Abstract

Non-cable hoisting frame is a construction method of the main arch ribs of big span bridge. The key issue in the numerical simulation of this type of bridge construction is geometric nonlinearity approach. Construction method of long-span bridge rib and stage-by-stage construction method of a arch bridge was simulated by finite element method. The geometric description was attained comparison with simulation results and the actual measurement of cable force. The results show that finite element method is effectively used in the simulation of long span arch bridge construction.

  Info
Periodical
Key Engineering Materials (Volumes 480-481)
Edited by
Yanwen Wu
Pages
1318-1323
DOI
10.4028/www.scientific.net/KEM.480-481.1318
Citation
J. Hao, "Analyze on Construction Status Long-Span Arch Rib Bridge by Numerical Simulation", Key Engineering Materials, Vols. 480-481, pp. 1318-1323, 2011
Online since
June 2011
Authors
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Price
$32.00
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