Axial Failure of Reinforced Concrete Columns Damaged by Shear Reversals-Reference-Cited by-同舟云学术

Axial Failure of Reinforced Concrete Columns Damaged by Shear Reversals

Published:2013-07 Issue:7 Volume:139 Page:1172-1180
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Henkhaus Kurt¹,Pujol Santiago²,Ramirez Julio³

Affiliation:

1. Engineer, Structural Diagnostics Services Group, Walter P. Moore and Associates, Inc., 1845 Woodall Rodgers Freeway, Dallas, TX 75201 (corresponding author).

2. Associate Professor, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

3. Professor and Center Director for the George E. Brown, Jr. Network for Earthquake Engineering Simulation Community and Communications (NEEScomm), School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

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.0000673

Reference9 articles.

1. American Concrete Institute (ACI). (1971). “Building code requirements for reinforced concrete.” ACI 318-71 Farmington Hills MI.

2. ASCE. (2007). “Seismic rehabilitation of existing buildings.” ASCE/SEI 41-06 Reston VA.

3. Axial capacity model for shear-damaged columns;Elwood K.;ACI Struct. J.,2005

4. Henkhaus K. (2010). “Axial failure of vulnerable reinforced concrete columns damaged by shear reversals.” Ph.D. thesis Purdue Univ. West Lafayette IN.

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