Paper Title:
Discussion of High Arch Dam by Performance-Based Deformation
  Abstract

Dam security is the key of concrete high dam. This thesis proposes design flow chart in high arch in service, according to researches of dam brought performance-based design theory. The reliability method is adopted, based concrete behavior of change by strain rate and hold time of load influence in seismic action. In elastic stage, using control total cost formulas get corresponding deformation of arch dam under the minimum total, provided a reference for project.

  Info
Periodical
Advanced Materials Research (Volumes 255-260)
Edited by
Jingying Zhao
Pages
3055-3058
DOI
10.4028/www.scientific.net/AMR.255-260.3055
Citation
Y. Tao, H. M. Cheng, X. G. Hu, Z. J. Li, "Discussion of High Arch Dam by Performance-Based Deformation", Advanced Materials Research, Vols. 255-260, pp. 3055-3058, 2011
Online since
May 2011
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Price
$35.00
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