Enhancement of lateral in-plane capacity of partially grouted concrete masonry shear walls

Author:

Bolhassani M.ORCID,Hamid AA.,Moon FL.

Funder

National Science Foundation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference36 articles.

1. Matsumura A. Shear strength of reinforced hollow unit masonry walls. In: proceeding of 4th North American Masonry Conference; Los Angeles (California); 1987.

2. Matsumura A. Shear strength of reinforced masonry walls. In: proceeding of the 9th World Conference on Earthquake Engineering, Tokyo; 1988. p. 121–6.

3. Ghanem GM. Effect of steel distribution on the behavior of partially reinforced masonry shear walls. In: proceeding of 6th Canadian Masonry Symposium, Univ. of Saskatchewan, Saskatoon, Sask. (Canada); 1992. p. 356–76.

4. Ghanem GM, Salama AE, Elmagd SA, Hamid AA. Effect of axial compression on the behavior of partially reinforced masonry shear walls. In: Proceeding of 6th North American Masonry Conference (NAMC), Philadelphia; 1993. p. 1145–57.

5. Schultz AE. Seismic resistance of partially grouted masonry shear walls. In: The Worldwide Advances in Structural Concrete and Masonry; 1996.

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