Paper Title:
Seismic Damage Analysis and Reinforcement Measures Research of a Long-Span Structure
  Abstract

Abstract: Taking a Practical Big Span Stadium Project as the Background, in View of its Particularity that it Suffered Earthquake Damage and Fortification Intensity Increased after Earthquake, through the Field Detection and Finite Element Model to Analyze Earthquake Damage of Structure Caused by Wenchuan Earthquake, and Research the Feasibility of Seismic Strengthening with Hadas on the Structure Whose Fortification Intensity Increased after Earthquake. the Results Show that: 1) the Big Span Structure Severely Damage by the Earthquake, the Second Layer Is Relatively Weak Layer, Prone to Local Damage and Affect Whole Anti-seismic Performance of Structure, 2) Hadas Can Increase the Initial Stiffness and Effectively Reduce the Structure Seismic Response, Has Better Effect on Overall Reinforcement, 3) it Is Reasonable to Improve the Seismic Fortification Intensity of this Region.

  Info
Periodical
Chapter
Chapter 3: Structural Rehabilitation, Retrofitting and Strengthening
Edited by
Xuejun Zhou
Pages
1338-1343
DOI
10.4028/www.scientific.net/AMM.94-96.1338
Citation
Y. J. Deng, Y. Yao, D. G. Chen, "Seismic Damage Analysis and Reinforcement Measures Research of a Long-Span Structure", Applied Mechanics and Materials, Vols. 94-96, pp. 1338-1343, 2011
Online since
September 2011
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Price
$32.00
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