Force- and Displacement-Based Seismic Performance Parameters for Reinforced Masonry Structural Walls with Boundary Elements-Reference-Cited by-同舟云学术

Force- and Displacement-Based Seismic Performance Parameters for Reinforced Masonry Structural Walls with Boundary Elements

Published:2012-12 Issue:12 Volume:138 Page:1477-1491
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Banting Bennett R.¹,El-Dakhakhni Wael W.²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada M8X 3A3 (corresponding author).

2. Martini, Mascarin and George Chair in Masonry Design, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada M8X 3A3.

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.0000572

Reference38 articles.

1. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

2. ASTM. (2004). “Standard test method for Young’s modulus tangent modulus and chord modulus.” E111-04 West Conshohocken PA.

3. ASTM. (2007). “Standard test method for flow of hydraulic cement mortar.” C1437-07 West Conshohocken PA.

4. ASTM. (2009a). “Standard specification for deformed and plain carbon-steel bars for concrete reinforcement.” A615/A615M-09b West Conshohocken PA.

5. ASTM. (2009b). “Standard test method for preconstruction and construction evaluation of mortars for plain and reinforced unit masonry.” C780-09 West Conshohocken PA.

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