Flexural Behavior of Concrete-Filled Double-Skin Tubes Subject to Blast Loading-Reference-Cited by-同舟云学术

Flexural Behavior of Concrete-Filled Double-Skin Tubes Subject to Blast Loading

Published:2018-07 Issue:7 Volume:144 Page:04018076
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ritchie Cameron B.¹,Packer Jeffrey A.²,Seica Michael V.³,Zhao Xiao-Ling⁴

Affiliation:

1. Structural Engineer-in-Training, DIALOG, 1100, 2 Bloor St. E, Toronto, ON, Canada M4W 1A8.

2. Bahen/Tanenbaum Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4 (corresponding author).

3. Director, Explora Security Ltd., 3–4 Talina Centre, Bagleys Ln., London SW6 2BW, UK; Adjunct Professor, Dept. of Civil Engineering, Univ. of Toronto, 35 St. George St., Toronto, ON, Canada M5S 1A4.

4. Professor, Dept. of Civil Engineering, Monash Univ., Clayton, VIC 3800, 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.0002064

Reference22 articles.

1. Experimental Investigation on Lateral Impact Response of Concrete-Filled Double-Skin Tube Columns Using Horizontal-Impact-Testing System

2. Effects of structure-related parameters on the response of concrete-filled double-skin steel tube columns to lateral impact

3. Bougard A. 2003. “An alternative explosive for full-scale glazing tests.” In Proc. 11th Int. Symp. on Interaction of the Effects of Munitions with Structures. Mannheim Germany: ISIEMS.

4. Concrete-filled double skin steel tubular (CFDST) beam–columns subjected to cyclic bending

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