Rotation-Based Shear Failure Model for Lightly Confined RC Columns-Reference-Cited by-同舟云学术

Rotation-Based Shear Failure Model for Lightly Confined RC Columns

Published:2012-10 Issue:10 Volume:138 Page:1267-1278
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ghannoum Wassim M.¹,Moehle Jack P.²

Affiliation:

1. Assistant Professor, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Texas at Austin, 301 E. Dean Keeton St., STOP C1700, Austin, TX 78712-2100 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, 775 Davis Hall, Berkeley, CA 94720.

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.0000555

Reference38 articles.

1. Seismic shear strength of circular reinforced concrete columns;Ang B. G.;ACI Struct. J.,1989

2. Seismic Rehabilitation of Existing Buildings

3. Aschheim M. and Moehle J. P. (1992). “Shear strength and deformability of RC Bridge columns subjected to inelastic cyclic displacements.” EERC Rep. UCB/EERC 92/04 Univ. of California Berkeley CA.

4. Constitutive laws of softened concrete in biaxial tension-compression;Belarbi A.;ACI Struct. J.,1995

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