Shake-Table Response of a Coupled RC Wall with Thin T-Shaped Piers-Reference-Cited by-同舟云学术

Shake-Table Response of a Coupled RC Wall with Thin T-Shaped Piers

Published:2017-05 Issue:5 Volume:143 Page:04017004
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Fischinger Matej¹,Kante Peter²,Isakovic Tatjana³

Affiliation:

1. Professor, Faculty of Civil and Geodetic Engineering, Univ. of Ljubljana, Jamova 2, 1000 Ljubljana, Slovenia (corresponding author).

2. Research Assistant, Faculty of Civil and Geodetic Engineering, Univ. of Ljubljana, Jamova 2, 1000 Ljubljana, Slovenia.

3. Professor, Faculty of Civil and Geodetic Engineering, Univ. of Ljubljana, Jamova 2, 1000 Ljubljana, Slovenia.

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.0001718

Reference32 articles.

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2. Effect of axial loads in the seismic behavior of reinforced concrete walls with unconfined wall boundaries

3. ANACAP 2.5 [Computer software]. ANATECH San Diego.

4. Bentz E. C. (2000). “Sectional analysis of reinforced concrete members.” Ph.D. thesis Graduate Dept. of Civil Engineering Univ. of Toronto Toronto.

5. Quasi-Static Cyclic Tests of Two U-Shaped Reinforced Concrete Walls

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