Pretest Nonlinear Finite-Element Modeling and Response Simulation of a Full-Scale 5-Story Reinforced Concrete Building Tested on the NEES-UCSD Shake Table-Reference-Cited by-同舟云学术

Pretest Nonlinear Finite-Element Modeling and Response Simulation of a Full-Scale 5-Story Reinforced Concrete Building Tested on the NEES-UCSD Shake Table

Published:2018-03 Issue:3 Volume:144 Page:04018009
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ebrahimian Hamed¹,Astroza Rodrigo²,Conte Joel P.³,Hutchinson Tara C.⁴

Affiliation:

1. Postdoctoral Scholar, Dept. of Mechanical and Civil Engineering, California Institute of Technology, 1200 E. California Blvd., Pasadena, CA 91125; formerly, Ph.D. Candidate, Dept. of Structural Engineering, Univ. of California San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085.

2. Assistant Professor, Faculty of Engineering and Applied Sciences, Univ. of Los Andes, Mons. Alvaro del Portillo, Las Condes 12455, Santiago, Chile; formerly, Ph.D. Candidate, Dept. of Structural Engineering, Univ. of California San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085.

3. Professor, Dept. of Structural Engineering, Univ. of California San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085 (corresponding author).

4. Professor, Dept. of Structural Engineering, Univ. of California San Diego, 9500 Gilman Dr., La Jolla, CA 92093-0085.

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.0001963

Reference46 articles.

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4. Instability, ductility, and size effect in strain-softening concrete;Bazant Z. P.;J. Eng. Mech. Div.,1976

5. Bazant Z. P. and Oh B.-H. (1983). “Microplane model for fracture analysis of concrete structures.” Symp. on the Interaction of Non-Nuclear Munitions with Structures U.S. Air Force Academy Colorado Springs CO.

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