Experimental Study on Seismic Behavior of Full Encased Steel-Concrete Composite Columns-Reference-Cited by-同舟云学术

Experimental Study on Seismic Behavior of Full Encased Steel-Concrete Composite Columns

Published:2014-06 Issue:6 Volume:140 Page:04014024
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chen Caihua¹,Wang Cuikun²,Sun Huizhong²

Affiliation:

1. Structure Engineer, China Academy of Building Research, No. 30 Beisanhuandonglu, P.O. Box 752, Beijing 100013, China (corresponding author).

2. Professor, China Academy of Building Research, No. 30 Beisanhuandonglu, P.O. Box 752, Beijing 100013, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000951

Reference26 articles.

1. Steel Reinforced Concrete Structures in 1995 Hyogoken-Nanbu Earthquake

2. Chen C. H. (2007). “Experimental study and numerical analysis on steel reinforced concrete compression-bending members.” Technical Rep. China Academy of Building Research Beijing (in Chinese).

3. Chen J. K. and Zhang S. F. (1990). “Experimental research about short SRC columns under repeated lateral loads.” Proc. Int. Colloquium on Concrete in Developing Countries China Civil Engineering Society Beijing 280–286.

4. Experimental study on the seismic behavior of steel reinforced concrete columns;Chen X. G.;J. Univ. Sci. Technol. Beijing,2009

5. High‐Strength Concrete Columns Confined by Rectangular Ties

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