Blast-Resistant Glazing Design-Reference-Cited by-同舟云学术

Blast-Resistant Glazing Design

Published:2006-09 Issue:3 Volume:12 Page:129-136
ISSN:1076-0431
Container-title:Journal of Architectural Engineering
language:en
Short-container-title:J. Archit. Eng.

Author:

Norville H. Scott¹²,Conrath Edward J.¹²

Affiliation:

1. Professor, Chair, and Director, Glass Research and Testing Laboratory, Dept. of Civil Engineering, Texas Tech Univ., Box 41023, Lubbock, TX 79409 (corresponding author). E-mail: scott.norville@ttu.edu

2. Structural Engineer, Protective Design Center, U.S. Army Corps of Engineers, 12565 West Center Rd., Omaha, NE 68144-3869. E-mail: ed.j.conrath@usace.army.mil

Publisher

American Society of Civil Engineers (ASCE)

Subject

Visual Arts and Performing Arts,Building and Construction,Civil and Structural Engineering,Architecture

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291076-0431%282006%2912%3A3%28129%29

Reference15 articles.

1. ASTM. (1996). “Standard test method for glazing and glazing systems subject to airblast loadings.” F 1642-96 West Conshohocken Pa.

2. ASTM. (2003). “Standard practice for specifying an equivalent 3-s durations design loading for blast resistant glazing fabricated with laminated glass.” F 2248-03 West Conshohocken Pa.

3. ASTM. (2004a). “Standard practice for determining the load resistance of glass in buildings.” E 1300-04 West Conshohocken Pa.

4. ASTM. (2004b). “Standard test method for glazing and glazing systems subject to airblast loadings.” F 1642-04 West Conshohocken Pa.

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