Investigation into the Behavior of Coupled Shear Walls-Reference-Cited by-同舟云学术

Investigation into the Behavior of Coupled Shear Walls

Published:2010-08 Issue:3 Volume:20 Page:275-283
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Bhunia Dipendu¹,Prakash Vipul²,Pandey Ashok D.³

Affiliation:

1. Civil Engineering Group, BITS Pilani, India

2. Department of Civil Engineering, IIT Roorkee, India

3. Department of Earthquake Engineering, IIT Roorkee India. Contact:

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686610792016646

Reference18 articles.

1. New Zealand Standard, NZS 3101.The Design of Concrete Structures. Wellington, NZ, 1995.

2. American Institute of Steel Construction, Inc.Seismic Provisions for Structural Steel Buildings, Supplement No. 2. Chicago, IL, 2000.

3. American Concrete Institute.Building Code Requirements for Structural Concrete (ACI 318-05) and Commentary (318R-05), ACI 318-05 and ACI 318R-05. Farmington Hills, Michigan, 2005.

4. Burns RJ. An approximate method of analysis coupled shear walls subjected to triangular loadings.Proceedings of the 3rd World Conference on Earthquake Engineering, Auckland, III-5, 1965; IV-123–IV-139.

5. Macleod IA.Lateral Stiffness of Shear Walls with Openings, Department of Civil Engineering, Glasgow University, 1966.

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