Seismic Performance Quantification of Reinforced Masonry Structural Walls with Boundary Elements-Reference-Cited by-同舟云学术

Seismic Performance Quantification of Reinforced Masonry Structural Walls with Boundary Elements

Published:2014-05 Issue:5 Volume:140 Page:04014001
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. Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L8 (corresponding author).

2. Martini, Mascarin, and George Chair in Masonry Design; and Co-Director, Centre for Effective Design of Structures, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L8.

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.0000895

Reference42 articles.

1. Applied Technology Council (ATC). (1998). “Evaluation of earthquake damaged concrete and masonry wall buildings.” Federal Emergency Management Agency (FEMA) 306 Washington DC.

2. Applied Technology Council (ATC). (2007). “Interim testing protocols for determining the seismic performance characteristics of structural and non-structural components.” Federal Emergency Management Agency (FEMA) 461 Washington DC.

3. Applied Technology Council (ATC). (2009). “Quantification of building seismic performance factors.” Federal Emergency Management Agency (FEMA) P695 Washington DC.

4. Applied Technology Council (ATC). (2011). “Seismic performance assessment of buildings. Vol. 1: Methodology.” Federal Emergency Management Agency (FEMA) 58-1 Washington DC.

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

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