Paper Title:
Seismic Performance of Reinforced Concrete Beam to Concrete-Filled Steel Tubular Columns Joints
  Abstract

In this paper, eight reinforced concrete (RC) beam to concrete-filled steel tubular (CFST) column joints enclosed by rebars were tested under reversal horizontal displacement with constant axial load in order to study their seismic behavior. The test parameters are axial load level and the section type of CFST column. In this study, the failure model, hysteretic characteristic, ductility and energy dissipation were investigated. The results indicated that the anti-earthquake abilities of all joints satisfied with the demand on the code.

  Info
Periodical
Key Engineering Materials (Volumes 400-402)
Edited by
Jingsi Huo, Yan Xiao, Zongjin Li and Shuaib Ahmad
Pages
685-691
DOI
10.4028/www.scientific.net/KEM.400-402.685
Citation
H. Qu, L. H. Han, Z. Tao, "Seismic Performance of Reinforced Concrete Beam to Concrete-Filled Steel Tubular Columns Joints", Key Engineering Materials, Vols. 400-402, pp. 685-691, 2009
Online since
October 2008
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Price
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