Distributed Column Damage Effect on Progressive Collapse Vulnerability in Steel Buildings Exposed to an External Blast Event-Reference-Cited by-同舟云学术

Distributed Column Damage Effect on Progressive Collapse Vulnerability in Steel Buildings Exposed to an External Blast Event

Published:2017-10 Issue:5 Volume:31 Page:04017077
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Sideri Jenny¹,Mullen Chris L.²,Gerasimidis Simos³,Deodatis George⁴

Affiliation:

1. Senior Engineer, Thornton Tomasetti, Inc., 40 Wall St., New York, NY 10005 (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Univ. of Mississippi, 106 Carrier Hall, Oxford, MS 38677-1848.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts Amherst, 130 Natural Resources Rd., Amherst, MA 01003.

4. Santiago and Robertina Calatrava Family Professor and Chair, Dept. of Civil Engineering and Engineering Mechanics, Columbia Univ., 500 West 120th St., New York, NY 10027.

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.1943-5509.0001065

Reference66 articles.

1. Abaqus version 6.11 [Computer software]. Dassault Systèmes Waltham MA.

2. Fire induced progressive collapse of steel building structures: The role of interior gravity columns

3. Approximations in Progressive Collapse Modeling

4. A.T.-BLAST 2.1 [Computer software]. NCBI Bethesda MD.

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