Paper Title:
Research on Deformation Capacity Design Method of Steel High Performance Concrete Structural Walls
  Abstract

The cyclic loading test of three steel high performance concrete(SHPC) structural walls was conducted and the failure pattern of the structural walls under the combined effect of axial force, bending moment, and shear force was researched. Based on the experimental results, the displacement-based deformation capacity design method was proposed for SHPC structural walls. It is obtained for the interrelated relationships among the ultimate drift ratio, the axial load ratio, the characteristic value of stirrup content and the aspect ratio. It is concluded that the increasing the characteristic value of stirrup content and limiting the axial load ratio were effective means to improve ductility. The characteristic value of stirrup content of SHPC structural walls with different ultimate drift ratio and axial load ratio were proposed and the conclusion can be referred by the design of SHPC structural walls.

  Info
Periodical
Advanced Materials Research (Volumes 163-167)
Edited by
Lijuan Li
Pages
1540-1546
DOI
10.4028/www.scientific.net/AMR.163-167.1540
Citation
L. Bai, T. H. Zhou, X. W. Liang, "Research on Deformation Capacity Design Method of Steel High Performance Concrete Structural Walls", Advanced Materials Research, Vols. 163-167, pp. 1540-1546, 2011
Online since
December 2010
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Jun Su, Shi Lang Xu, Dong Tao Xia
Chapter 2: Frontiers of Building Materials
Abstract:In this article, through the seismic experimental analysis for six frame joints of ultra-high toughness cementitious composites, the...
794
Authors: Hong Yuan Tang, Wei Lin
Chapter 1: Structural Engineering
Abstract:This paper uses ANSYS finite element program to do the nonlinear finite element analysis on steel reinforced concrete L-shaped short-shear...
571
Authors: Shan Suo Zheng, Yue Heng Yan, Qing Lin Tao, Wen Yong Li
Chapter 5: Seismic Engineering
Abstract:Based on the experiments of a reinforced concrete frame column, 5 new members with different volumetric percentage of stirrups which are...
2046
Authors: Xiao Wei Li, Xue Wei Li, Xin Yuan
Chapter 1: Traditional Building Materials
Abstract:For expedite the development of high titanium heavy slag concrete, eight high titanium heavy slag high strength reinforced concrete...
455