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

Considerations for Blast-Resistant Glazing Design

Published:2001-09 Issue:3 Volume:7 Page:80-86
ISSN:1076-0431
Container-title:Journal of Architectural Engineering
language:en
Short-container-title:J. Archit. Eng.

Author:

Norville H. Scott¹²³⁴,Conrath Edward J.¹²³⁴

Affiliation:

1. P.E.

2. P.E., Members, ASCE

3. Prof. and Dir., Glass Res. and Testing Lab., Dept. of Civ. Engrg., Texas Tech Univ., Box 41023, Lubbock, TX 79409. E-mail: scott.norville @wind.ttu.edu

4. Struct. Engr., Protective Des. Ctr., Omaha Dist. Corps of Engrs., 215 N. 17th St., Omaha, NE 68102-4978. 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%282001%297%3A3%2880%29

Reference18 articles.

1. ASTM. ( 1998). “Standard practice for determining the load resistance of glass in buildings.” E 1300-98 West Conshohocken Pa.

2. Beason W. L. ( 1980). “A failure prediction model for window glass.” NTIS Accession Number PB81-148421 Institute For Disaster Research Texas Tech University Lubbock Tex.

3. Beason W. L. and Norville H. S. ( 1990). “Development of a new glass thickness selection procedure.” J. Wind Engrg. and Industrial Aerodynamics Elsevier Science Amsterdam 36 1135–1144.

4. Beers P. E. ( 1992). “Remedial window film applications.” Glazing Consultants Inc. North Palm Beach Fla.

5. Blocker V. and Blocker T. G. Jr. ( 1949). “The Texas City disaster: A survey of 3000 casualties.” Am. J. Surgery 78 756–771.

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