Paper Title:
Study on Displacement Ductility Coefficient of Steel Reinforced High-Strength Concrete Column
  Abstract

In order to study the displacement ductility coefficient of steel reinforced high-strength concrete column, 23 groups of components with various design parameters were tested and related factors that affect the displacement ductility coefficient of SRHSC column were presented in this paper. The proposed formula for calculating the displacement ductility coefficient of SRHSC column can be obtained from the multivariate nonlinear regression of test results by using SPSS. The calculation results agree well with the test conclusions, and it shown that the proposed formulas own high accurateness and can be objectively reflect the mechanical behavior of SRHSC column root. The research achievements will provide a theoretical support for the design of SRHSC column.

  Info
Periodical
Advanced Materials Research (Volumes 368-373)
Chapter
Chapter 2: Disaster Prevention and Reduction of Civil Engineering
Edited by
Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages
1097-1100
DOI
10.4028/www.scientific.net/AMR.368-373.1097
Citation
S. S. Zheng, H. J. Lou, X. F. Wang, Z. Q. Li, "Study on Displacement Ductility Coefficient of Steel Reinforced High-Strength Concrete Column", Advanced Materials Research, Vols. 368-373, pp. 1097-1100, 2012
Online since
October 2011
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Price
$32.00
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