Time-Response Analysis of Arching Unreinforced Concrete Block Walls Subjected to Blast Loads-Reference-Cited by-同舟云学术

Time-Response Analysis of Arching Unreinforced Concrete Block Walls Subjected to Blast Loads

Published:2014-04 Issue:4 Volume:140 Page:04013099
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Abou-Zeid Badr M.¹,El-Dakhakhni Wael W.²,Razaqpur A. Ghani³,Foo S.⁴

Affiliation:

1. Lead Structural Engineer, SNC-Lavalin, Heliopolis, Cairo 11799, Egypt.

2. Martini, Mascarin and George Chair in Masonry Design; and Co-Director, Center for Effective Design of Structures, Dept. of Civil Engineering, McMaster Univ., Hamilton, ON, Canada L8S 4L7 (corresponding author).

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

4. Senior Engineer (Risk Management), Real Property Branch, Public Works and Government Services, Gatineau, QC, 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.0000893

Reference36 articles.

1. Abou-Zeid B. M. (2010). “Experimental and analytical strategies to assess and improve the dynamic response of unreinforced concrete masonry walls under blast loading.” Ph.D. thesis McMaster Univ. Hamilton ON Canada.

2. Response of Arching Unreinforced Concrete Masonry Walls to Blast Loading

3. ASCE. (2011). “Blast protection of buildings.” ASCE/Structural Engineering Institute (SEI) 59-11 Reston VA.

4. Energy Balance Equation for Estimating Overturning Potential of an Unanchored Rocking Body Subjected to Earthquake Excitation

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