Structural Performance of Double-Skin Façade Systems Subjected to Blast Pressures-Reference-Cited by-同舟云学术

Structural Performance of Double-Skin Façade Systems Subjected to Blast Pressures

Published:2015-12 Issue:12 Volume:141 Page:04015064
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ngo Tuan¹,Ding Chao²,Lumantarna Raymond³,Ghazlan Abdallah²,Zobec Marc⁴

Affiliation:

1. Director, Advanced Protective Technologies for Engineering Structures (APTES), Dept. of Infrastructure Engineering, Univ. of Melbourne, Parkville, VIC 3010, Australia (corresponding author).

2. Ph.D. Candidate, Dept. of Infrastructure Engineering, Univ. of Melbourne, Parkville, VIC 3010, Australia.

3. Research Fellow, Dept. of Infrastructure Engineering, Univ. of Melbourne, Parkville, VIC 3010, Australia.

4. Manager, Permasteelisa Group, 13-15 Governor Macquarie Dr., Chipping Norton, NSW 2170, Australia.

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.0001317

Reference16 articles.

1. ASTM. (2004). “Standard practice for determining load resistance of glass in buildings.” E 1300-04 West Conshohocken PA.

2. ASTM. (2012). “Standard practice for specifying an equivalent 3-second duration design loading for blast resistant glazing fabricated with laminated glass.” F 2248-12 West Conshohocken PA.

3. Glass Failure Prediction Model

4. Committee BD-007. (2006). “Glass in buildings—Selection and installation.” AS 1288-2006 Sai Global Sydney NSW Australia.

5. Committee BD-007. (2012). “Insulating glass units.” AS/NZS 4666:2012 Sai Global Sydney NSW Australia.

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