Static Cyclic Response of Partially Grouted Masonry Shear Walls-Reference-Cited by-同舟云学术

Static Cyclic Response of Partially Grouted Masonry Shear Walls

Published:2012-07 Issue:7 Volume:138 Page:864-879
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Nolph Shawn M.¹,ElGawady Mohamed A.²

Affiliation:

1. Graduate student, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99163.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Washington State Univ., Pullman, WA 99163 (corresponding author).

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.0000529

Reference23 articles.

1. American Concrete Institute (ACI). (2008). Building code requirements for structural concrete (ACI 318-05) and Commentary (ACI 318R-05) ACI Farmington Hills MI.

2. ASTM. (2007a). “Standard specification for loadbearing concrete masonry units.” C90 West Conshohocken PA.

3. ASTM. (2007b). “Standard test method for sampling and testing grout.” C1019 West Conshohocken PA.

4. ASTM. (2007c). “Standard test method for compressive strength of masonry prisms.” C1314 West Conshohocken PA.

5. ASTM. (2009). “Deformed and plain carbon-steel bars for concrete reinforcement.” A615 West Conshohocken PA.

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