Experimental Evaluation of Inelastic Higher-Mode Effects on the Seismic Behavior of RC Structural Walls-Reference-Cited by-同舟云学术

Experimental Evaluation of Inelastic Higher-Mode Effects on the Seismic Behavior of RC Structural Walls

Published:2020-04 Issue:4 Volume:146 Page:04020016
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Fatemi Hassan¹,Paultre Patrick²^ORCID,Lamarche Charles-Phillipe³

Affiliation:

1. Dept. of Civil Engineering, Univ. of Sherbrooke, 2500 University Blvd., Sherbrooke, QC, Canada J1K 2R1.

2. Professor, Dept. of Civil Engineering, Univ. of Sherbrooke, 2500 University Blvd., Sherbrooke, QC, Canada J1K 2R1 (corresponding author). ORCID: .

3. Professor, Dept. of Civil Engineering, Univ. of Sherbrooke, 2500 University Blvd., Sherbrooke, QC, Canada J1K 2R1.

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.0002509

Reference37 articles.

1. Ambroise S. Y. Boivin and P. Paultre. 2013. “Parametric study on higher mode amplification effects in ductile RC cantilever walls designed for western and eastern Canada.” In Proc. CSCE 2013 General Conf. Montreal: Canadian Society of Civil Engineers.

2. Earthquake time histories compatible with the 2005National building code of Canadauniform hazard spectrum

3. Bentz E. C. 1999. “Sectional analysis of reinforced concrete members.” Ph.D. thesis Dept. of Civil Engineering Univ. of Toronto.

4. Seismic shear loading at flexural capacity in cantilever wall structures;Blakeley R. W. G.;Bull. N. Z. Nat. Soc. Earthquake Eng.,1975

5. Seismic force demand on ductile reinforced concrete shear walls subjected to western North American ground motions: Part 1 — parametric study

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