Masonry Failure Criterion under Biaxial Stress State-Reference-Cited by-同舟云学术

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Masonry Failure Criterion under Biaxial Stress State

Published:2001-02 Issue:1 Volume:13 Page:58-64
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Syrmakezis C. A.¹²,Asteris P. G.¹²

Affiliation:

1. Prof., Inst. of Struct. Anal. and Aseismic Res., Nat. Tech. Univ. of Athens, Zografou Campus, GR-15773, Athens, Greece.

2. Res. Asst., Inst. of Struct. Anal. and Aseismic Res., Nat. Tech. Univ. of Athens, Zografou Campus, GR-15773, Athens, Greece.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282001%2913%3A1%2858%29

Reference28 articles.

1. Failure Criteria for Masonry Panels under In-Plane Loading

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

3. Dhanasekar M. and Page A. W. ( 1986). “The influence of brick masonry infill properties on the behaviour of infilled frames.” Proc. Instn. Civ. Engrs. Part 2 81 593–605.

4. Hendry A. W. ( 1990). Structural masonry Macmillan Education Houndmills.

5. Hill R. ( 1960). The mathematical theory of plasticity Oxford University Press New York.

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