In-Plane Behavior of Partially Grouted Reinforced Concrete Masonry Shear Walls-Reference-Cited by-同舟云学术

In-Plane Behavior of Partially Grouted Reinforced Concrete Masonry Shear Walls

Published:2010-09 Issue:9 Volume:136 Page:1089-1097
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Minaie E.¹²³⁴,Mota M.¹²³⁴,Moon F. L.¹²³⁴,Hamid A. A.¹²³⁴

Affiliation:

1. Research Assistant Professor, Dept. of Civil, Architectural and Environmental Engineering, Drexel Univ., Philadelphia, PA 19104 (corresponding author).

2. Ph.D. Candidate, Dept. of Civil, Architectural and Environmental Engineering, Drexel Univ., Philadelphia, PA 19104.

3. Assistant Professor, Dept. of Civil, Architectural and Environmental Engineering, Drexel Univ., Philadelphia, PA 19104.

4. Professor, Dept. of Civil, Architectural and Environmental Engineering, Drexel Univ., Philadelphia, PA 19104.

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%29ST.1943-541X.0000206

Reference30 articles.

1. Anderson D. L. and Priestley M. J. N. (1992). “In-plane shear strength of masonry walls.” Proc. 6th Canadian Masonry Symp. Saskatchewan Canada 223–234.

2. Applied Technology Council (ATC). (2000). “Prestandard and commentary for the seismic rehabilitation of buildings.” FEMA-356 Federal Emergency Management Agency Washington D.C.

3. ASTM. (2005). “Standard specification for mortar cement.” C1329 West Conshohocken PA.

4. ASTM. (2006). “Standard test method for measurement of masonry flexural bond strength.” C1072 West Conshohocken PA.

5. ASTM. (2009a). “Standard specification for loadbearing concrete masonry units.” C90 West Conshohocken PA.

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