Response of Arching Unreinforced Concrete Masonry Walls to Blast Loading-Reference-Cited by-同舟云学术

Response of Arching Unreinforced Concrete Masonry Walls to Blast Loading

Published:2011-10 Issue:10 Volume:137 Page:1205-1214
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Abou-Zeid Badr M.¹²³⁴,El-Dakhakhni Wael W.¹²³⁴,Razaqpur A. Ghani¹²³⁴,Foo S.¹²³⁴

Affiliation:

1. Senior Engineer, Structural Dept., SNC-Lavalin Group, Heliopolis, Cairo, Egypt; formerly, Ph.D. Candidate, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada.

2. Martini, Mascarin and George Chair in Masonry Design, Dept. of Civil Engineering, McMaster Univ., Hamilton, L8S 4L7, ON, Canada (corresponding author).

3. Professor, Dept. of Civil Engineering, McMaster Univ., Hamilton, L8S 4L7, ON, Canada.

4. Senior Engineer (Risk Management), Real Property Branch, Public Works & Government Services, Quebec, Canada K1A 0S5.

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.0000344

Reference28 articles.

1. Out-of-Plane Strength of Unreinforced Masonry Infill Panels

2. ASTM. (2003). “Standard test method for compressive strength of masonry prisms.” C1314-03b West Conshohocken PA.

3. ASTM. (2005). “Standard test method for measurement of masonry flexural bond strength.” C1072-05b West Conshohocken PA.

4. Blast Response of Lightly Attached Concrete Masonry Unit Walls

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