Influence of Structural Sealant Joints on the Blast Performance of Laminated Glass Panels-Reference-Cited by-同舟云学术

Influence of Structural Sealant Joints on the Blast Performance of Laminated Glass Panels

Published:2015-12 Issue:6 Volume:29 Page:04014151
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Hidallana-Gamage Hasitha D.¹,Thambiratnam David P.²,Perera Nimal J.³

Affiliation:

1. Ph.D. Student, Faculty of Science and Engineering, Queensland Univ. of Technology, GPO Box 2434, 2 George St., Brisbane, QLD 4001, Australia (corresponding author).

2. Professor, Faculty of Science and Engineering, Queensland Univ. of Technology, GPO Box 2434, 2 George St., Brisbane, QLD 4001, Australia.

3. Adjunct Professor, Faculty of Science and Engineering, Queensland Univ. of Technology, GPO Box 2434, 2 George St., Brisbane, QLD 4001, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000646

Reference26 articles.

1. ASTM. (2009). “Standard practice for determining load resistance of glass in buildings.” E1300-09a West Conshohocken PA.

2. ASTM. (2010a). “Standard practice for specifying an equivalent 3-second duration design loading for blast resistant glazing fabricated with laminated glass.” F2248-09 West Conshohocken PA.

3. ASTM. (2010b). “Standard test method for glazing and window systems subject to air blast loadings.” F1642-04 West Conshohocken PA.

4. Finite-Element Analysis of Fluid-Structure Interaction in a Blast-Resistant Window System

5. Department of Defense (DoD). (2008). “Structures to resist the effect of accidental explosions.” UFC 3-340-02 Washington DC.

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