Simplified Three-Parameter Kinematic Theory for Shear Strength of Short Reinforced Concrete Walls-Reference-Cited by-同舟云学术

Simplified Three-Parameter Kinematic Theory for Shear Strength of Short Reinforced Concrete Walls

Published:2022-08-12 Issue:8 Volume:20 Page:507-524
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Fathalla Eissa¹,Mihaylov Boyan¹

Affiliation:

1. Urban and Environmental Research Unit (UEE), University of Liège, Building B52, Quartier Polytech 1, Allée de la Découverte 9, B-4000 Liège, Belgium.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/20/8/20_507/_pdf

Reference52 articles.

1. 1) ACI, (2014). “Building code requirements for structural concrete and commentary (ACI-318-11).” Farmington Hills, Michigan: American Concrete Institute.

2. 2) AIJ, (2001). “Seismic evaluation criteria and retrofit design guidelines for existing reinforced concrete buildings, and commentary.” Tokyo: Architectural Institute of Japan. (in Japanese)

3. 3) ASCE, (2014). “Seismic evaluation and retrofit of existing buildings (ASCE code 41-13).” Reston, Virginia: American Society of Civil Engineers.

4. 4) Bažant, Z. P. and Oh, B. H., (1985). “Microplane model for progressive fracture of concrete and rock.” Journal of Engineering Mechanics, 111(4), 559-82.

5. 5) Beyer, K., Dazio, A. and Priestley, N., (2011). “Shear deformations of slender reinforced concrete walls under seismic loading.” ACI Structural Journal, 108, 167-77.

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