In‐Plane Resistance of Reinforced Masonry Shear Walls

Author:

Shing P. B.,Schuller M.,Hoskere V. S.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference15 articles.

1. Building code requirements for reinforced concrete (ACI318‐83). (1986). American Concrete Institute Detroit Mich.

2. Kaba S. A. and Mahin S. A. (1983). “Interactive computer analysis methods for predicting the inelastic cyclic behavior of structural sections ” Report No. UCB/EERC‐83/18 Earthquake Engineering Research Center Univ. of California Berkeley Calif.

3. Klamerus E. W. (1988). “Experimental and analytical evaluation of the inelastic behavior of reinforced masonry shear walls ” thesis presented to the University of Colorado at Boulder Colo. in partial fulfillment of the requirements for the degree of Master of Science.

4. Matsumura A. (1987). “Shear strength of reinforced hollow unit masonry walls.” Proc. Fourth North American Masonry Conference Los Angeles Calif.

5. Mayes R. L. Omote Y. and Clough R. W. (1976). “Cyclic shear tests of masonry piers Vol. 1—Test results ” Report No. UCB/EERC‐76/8 Earthquake Engineering Research Center Univ. of California Berkeley Calif.

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