Uniform Pushdown Approach for Quantifying Building-Frame Robustness and the Consequence of Disproportionate Collapse-Reference-Cited by-同舟云学术

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Uniform Pushdown Approach for Quantifying Building-Frame Robustness and the Consequence of Disproportionate Collapse

Published:2016-12 Issue:6 Volume:30 Page:04016060
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Fallon Corey T.¹,Quiel Spencer E.²,Naito Clay J.³

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015 (corresponding author).

3. Associate Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.

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.1943-5509.0000912

Reference27 articles.

1. ASCE. (2007). “Seismic rehabilitation of existing buildings.” ASCE/SEI 41-06 Reston VA.

2. ASCE. (2010). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-10 Reston VA.

3. ASTM. (2012). “Standard specifications for carbon structural steel.” A36/A36M-12 West Conshohocken PA.

4. Approaches for design against progressive collapse;Ellingwood B.;J. Struct. Div.,1978

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