Stress-Strain Characteristics of Brick Masonry under Cyclic Biaxial Compression-Reference-Cited by-同舟云学术

Stress-Strain Characteristics of Brick Masonry under Cyclic Biaxial Compression

Published:2000-09 Issue:9 Volume:126 Page:1004-1007
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Alshebani Milad M.¹²,Sinha S. N.¹²

Affiliation:

1. Res. Scholar, Dept. of Civ. Engrg., IIT Delhi, New Delhi-110 016, India.

2. Prof., Dept. of Civ. Engrg., IIT Delhi, New Delhi-110 016, India.

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%290733-9445%282000%29126%3A9%281004%29

Reference12 articles.

1. Stress-Strain Characteristics of Brick Masonry under Uniaxial Cyclic Loading

2. Biaxial Stress‐strain Relations for Brick Masonry

3. Dhanasekar M. Kleeman P. W. and Page A. W. (1985b). . “The failure of brick masonry under biaxial stresses.” Proc. Instn. of Civ. Engrs. Part 2 London 79 295–313.

4. Dialer C. (1991). “Some remarks on the strength and deformation behaviour of shear stressed masonry panels under static monotonic loading.” Proc. 9th Int. Brick Masonry Conf. Vol. 1 276–283.

5. Ganz H. R. (1989). “Failure criteria for masonry.” Proc. 5th Can. Masonry Symp . Vol. 1 Masonry Institute of British Columbia Vancouver 65–77.

Cited by 14 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Seismic Performance of Unreinforced Masonry Walls with Various Retrofitting Methods;International Journal of Architectural Heritage;2024-06-21

2. Numerical Simulation Studies on Effects of Explosion Impact Load on Underground Mine Seal;Mining, Metallurgy & Exploration;2019-12-01

3. Behavior of Historical Unreinforced Brick Masonry Walls under Monotonic and Cyclic Compression;Arabian Journal for Science and Engineering;2013-02-20

4. In situ lateral-loading test and micro–macro-scale simulation of an existing RC frame;Soil Dynamics and Earthquake Engineering;2013-02

5. Gniuždomo tuštymėtųjų silikatinių blokų mūro įtempių būvio analizė;2013