Paper Title:
Ductility of Concrete-Filled Steel Box Columns with Binding Bars Subjected to Axial Compression
  Abstract

Ductility of concrete-filled steel box columns with binding bars and those without binding bars were discussed based on the experimental study. Two current methods were used to assess the ductility of concrete-filled steel box columns with binding bars and those without binding bars. Results show that binding bars can increase ductility of concrete-filled steel box columns. Ductility of concrete-filled steel box columns with binding bars at closer spacing is considerably better than that of concrete-filled steel box columns without binding bars.

  Info
Periodical
Advanced Materials Research (Volumes 255-260)
Edited by
Jingying Zhao
Pages
2584-2587
DOI
10.4028/www.scientific.net/AMR.255-260.2584
Citation
Y. L. Long, J. Cai, "Ductility of Concrete-Filled Steel Box Columns with Binding Bars Subjected to Axial Compression", Advanced Materials Research, Vols. 255-260, pp. 2584-2587, 2011
Online since
May 2011
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Price
$32.00
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