3‐D Characteristics of RC Wall Response

Author:

Huria Vikas,Raghavendrachar Madhwesh,Aktan Ahmet E.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. Problems in Predicting Seismic Responses of RC Buildings

2. Aoyama H. and Yoshimura M. (1981). “Tests of RC shear walls subjected to biaxial loading.” Proc. 7th World Conf. on Earthquake Engrg. Turkish National Committee on Earthquake Engineering Istanbul Turkey 551–518.

3. Astaneh A. Bertero V. V. Bolt B. A. Mahin S. A. Moehle J. P. and Seed R. B. (1989). “Preliminary report on the seismological and engineering aspects of the October 17 1989 Santa Cruz (Loma Prieta) earthquake.” Report No. UCB/EERC‐89/14 Earthquake Engineering Research Center University of California Berkeley Calif.

4. Connor H. W. (1987). “Twenty story office building in Los Angeles California.” Guide to application of the NEHRP recommended provisions in earthquake‐resistant building design. Report No. FEMA 140 Federal Emergency Management Agency Washington D.C. 117–136.

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1. Seismic performance of flanged RC walls under biaxial cyclic loading;Journal of Building Engineering;2023-04

2. Deformation Limits of L-Section RC Shear Walls;The Open Civil Engineering Journal;2016-06-30

3. Nonlinear finite element modeling of reinforced masonry shear walls for bidirectional loading response;Finite Elements in Analysis and Design;2014-07

4. Isolated RC wall subjected to biaxial bending moment and axial force;Structural Engineering and Mechanics;2000-05-25

5. Inelastic Torsion for Preliminary Seismic Design;Journal of Structural Engineering;1995-08

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