Effect of Ground Motion Sequence on Response of Squat Reinforced Concrete Shear Walls-Reference-Cited by-同舟云学术

Effect of Ground Motion Sequence on Response of Squat Reinforced Concrete Shear Walls

Published:2014-08 Issue:8 Volume:140 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Whyte Catherine A.¹,Stojadinovic Bozidar²

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil, Environmental, and Geomatic Engineering, Swiss Federal Institute of Technology (ETH) Zurich, HIL E35.1, Wolfgang-Pauli-Strasse 15, CH-8093 Zurich, Switzerland (corresponding author).

2. Professor and Chair of Structural Dynamics and Earthquake Engineering, Dept. of Civil, Environmental, and Geomatic Engineering, Swiss Federal Institute of Technology (ETH) Zurich, HIL E14.1, Wolfgang-Pauli-Strasse 15, CH-8093 Zurich, Switzerland.

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.0000912

Reference11 articles.

1. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

2. Correlated Solutions. (2009). “VIC-2D.” 〈http://www.correlatedsolutions.com/index.php/products/vic-2d-2009〉 (Nov. 18 2012).

3. Gulec C. K. (2005). “Ultimate shear strength of squat rectangular reinforced concrete walls.” M.S. thesis State Univ. of New York Buffalo NY.

4. Huang Y. N. et al. (2009). “Assessment of base-isolated nuclear structures for design and beyond-design basis earthquake shaking ” Tech. Rep. MCEER-09-0008 State University of New York Buffalo NY.

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