Numerical study of in-plane behaviour and strength of concrete masonry infills with openings-Reference-Cited by-同舟云学术

Numerical study of in-plane behaviour and strength of concrete masonry infills with openings

Published:2015-01 Issue: Volume:82 Page:226-235
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Chen Xi,Liu Yi

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference31 articles.

1. McBride R. The behaviour of masonry infilled steel frames subjected to racking. MScE thesis. University of New Brunswick, New Brunswick, Canada; 1984.

2. Yong TC. Shear strength of masonry infilled panels in steel frames. MScE thesis. University of New Brunswick, New Brunswick, Canada; 1984.

3. Amos K. The shear strength of masonry infilled steel frames. MScE thesis. University of New Brunswick, New Brunswick, Canada; 1985.

4. Richardson J. The behaviour of masonry infilled steel frames. MScE thesis. University of New Brunswick, New Brunswick, Canada; 1986.

5. Behaviour of masonry infilled steel frames;Dawe;Can J Civ Eng,1989

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