Lateral Load Behavior of Masonry Infilled Steel Frames with Repair and Retrofit

Author:

Moghaddam H. A.1

Affiliation:

1. Professor, Civil Engineering Dept., Sharif Univ., Azadi Ave., Tehran, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference29 articles.

1. Benjamin J. R. and Williams H. A. (1958). “The behaviour of one-story shear walls.” Proc. Am. Soc. Civ. Eng. ST4 (July) 1723.

2. Infills in Seismic Resistant Building

3. THE FAILURE OF BRICK MASONRY UNDER BIAXIAL STRESSES.

4. Dow J. L. and McBride R. T. (1985). “Experimental investigation of the shear resistance of masonry panels in steel frames.” Proc. 7th Int. Brick Masonry Conf. Melbourne Australia.

5. Dow J. L. and Young T. C. (1985). “An investigation of factors influencing the behavior of masonry infill in steel frames subjected to in-plane shear.” Proc. 7th Int. Brick Masonry Conf. Melbourne Australia.

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