Experimental Studies of Reinforced Concrete Bridge Columns under Axial Load Plus Biaxial Bending-Reference-Cited by-同舟云学术

Experimental Studies of Reinforced Concrete Bridge Columns under Axial Load Plus Biaxial Bending

Published:2010-01 Issue:1 Volume:136 Page:12-25
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chang Shuenn-Yih¹

Affiliation:

1. Professor, Dept. of Civil Engineering, National Taipei Univ. of Technology, NTUT Box 2653, No. 1, Section 3, Jungshiau East Rd., Daan Chiu, Taipei 106-08, Taiwan, Republic of 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%290733-9445%282010%29136%3A1%2812%29

Reference22 articles.

1. Model for behavior of slender reinforced concrete columns under biaxial bending;Ahmad S. H.;ACI Struct. J.,1995

2. American Concrete Institute. (1997). Design handbook ACI SP-17 Detroit Mich.

3. Aschheim M. and Moehle J. P. (1992). “Shear strength and deformability of reinforced concrete bridge columns subjected to inelastic cyclic displacement.” Rep. No. UCB/EERC-92/04 Earthquake Engineering Research Center Univ. of California at Berkeley Calif.

4. Load-Path Effects in Column Biaxial Bending with Axial Force

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