Analysis of Dynamic Response of Architectural Glazing Subject to Blast Loading-Reference-Cited by-同舟云学术

Analysis of Dynamic Response of Architectural Glazing Subject to Blast Loading

Published:2011-06 Issue:2 Volume:17 Page:59-74
ISSN:1076-0431
Container-title:Journal of Architectural Engineering
language:en
Short-container-title:J. Archit. Eng.

Author:

Seica Michael V.¹²³⁴,Krynski Michal¹²³⁴,Walker Martin¹²³⁴,Packer Jeffrey A.¹²³⁴

Affiliation:

1. Senior Structural Engineer, Halcrow Yolles, 207 Queen’s Quay W., Suite 550, Toronto, Ontario, M5J 1A7, Canada; also, Adjunct Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George Street, Toronto, Ontario, M5S 1A4, Canada (corresponding author).

2. Structural Designer, Halcrow Yolles, 207 Queen’s Quay W., Suite 550, Toronto, Ontario, M5J 1A7, Canada.

3. Graduate Student, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George Street, Toronto, Ontario, M5S 1A4, Canada.

4. Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George Street, Toronto, Ontario, M5S 1A4, Canada.

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%29AE.1943-5568.0000035

Reference46 articles.

1. ABAQUS v 6.6 [Computer software]. Simulia Dassault Systemes Providence RI.

2. ASTM. (2003). “Standard practice for specifying an equivalent 3-second duration design loading for blast resistant glazing fabricated with laminated glass.” F2248-03 West Conshohocken PA.

3. ASTM. (2004). “Standard test method for glazing and glazing systems subject to air-blast loading.” F1642-04 West Conshohocken PA.

4. ASTM. (2007). “Standard practice for determining load resistance of glass in buildings.” E1300-07 West Conshohocken PA.

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