Paper Title:

Comparative Study on the Earthquake Behavior of Frame-Shear Wall Structure of Concrete Filled Steel Tubular under Conventional Earthquake

Periodical Advanced Materials Research (Volumes 368 - 373)
Main Theme Advances in Civil Engineering and Architecture Innovation
Edited by Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages 1981-1984
DOI 10.4028/www.scientific.net/AMR.368-373.1981
Citation Xiang Tao Xu et al., 2011, Advanced Materials Research, 368-373, 1981
Online since October, 2011
Authors Xiang Tao Xu, Xiao Hu
Keywords Concrete-Filled Steel Tube (CFST), Conventional Earthquake, Dynamic Property, Spectral Analysis
Price US$ 28,-
Article Preview
View full size
Abstract

In this paper, seismic behavior of the frame-shear wall structure, which are respectively composed of the concrete filled steel tubular (CFST) and of the reinforced concrete (RC) column, have been studied under the conventional earthquake. Dynamic behaviors and earthquake responses including deformation and forcing of the CFST and RC structures are analyzed. Comparing the calculation results, the earthquake resistant behavior of the CFST structure has been evaluated synthetically, which may be referential for structure design.