Compressive Behavior of Unconfined and Confined Clay Brick Masonry-Reference-Cited by-同舟云学术

Compressive Behavior of Unconfined and Confined Clay Brick Masonry

Published:2004-04 Issue:4 Volume:130 Page:650-661
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ewing Bryan D.¹,Kowalsky Mervyn J.²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, North Carolina State Univ., Raleigh, NC 27695-7908.

2. Assistant Professor, Dept. of Civil Engineering, North Carolina State Univ., Raleigh, NC 27695-7908.

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%282004%29130%3A4%28650%29

Reference13 articles.

1. Stress-Strain Characteristics of Brick Masonry under Cyclic Biaxial Compression

2. American Society for Testing and Materials (ASTM). (1999a). Annual book of ASTM standards C1019-98a West Conshohocken Pa. Vol. 4.05.

3. American Society for Testing and Materials (ASTM). (1999b). Annual book of ASTM standards C1314-98a West Conshohocken Pa. Vol. 4.05.

4. American Society for Testing and Materials (ASTM). (1999c). Annual book of ASTM standards C39 West Conshohocken Pa. Vol. 4.02.

5. Atkinson R. H. and Noland J. L. (1983). “A proposed failure theory for brick masonry in compression.” Proc. 3rd Canadian Masonry Symp. Edmonton Alta. Canada 5.1–5.17.

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