Shear Lag Effects in Reinforced Concrete C-Shaped Walls-Reference-Cited by-同舟云学术

Shear Lag Effects in Reinforced Concrete C-Shaped Walls

Published:2019-03 Issue:3 Volume:145 Page:04018270
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hoult Ryan D.¹^ORCID

Affiliation:

1. Senior Tutor, Dept. of Infrastructure Engineering, Univ. of Melbourne, Parkville, VIC 3010, Australia. ORCID: .

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.0002272

Reference70 articles.

1. Cyclic Response of Reinforced Concrete Walls with Different Anchorage Details: Experimental Investigation

2. Adebar P. and A. Lorzadeh. 2012. “Compression failure of thin concrete walls.” In Proc. Paper Presented at the 15th World Conf. on Earthquake Engineering. Vancouver BC Canada: Univ. of British Columbia.

3. Albidah A. A. Altheeb N. Lam and J. Wilson. 2013. “A reconnaissance survey on shear wall characteristics in regions of low-to-moderate seismicity.” In Proc. Australian Earthquake Engineering Society 2013 Conf. Melbourne Australia: Univ. of Melbourne.

4. Seismic Collapse Risk Assessment and FRP Retrofitting of RC Coupled C-Shaped Core Walls Using the FEMA P695 Methodology

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

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