Effects of Postelastic Stiffness Ratio on Dynamic Increase Factor in Progressive Collapse-Reference-Cited by-同舟云学术

Effects of Postelastic Stiffness Ratio on Dynamic Increase Factor in Progressive Collapse

Published:2017-12 Issue:6 Volume:31 Page:04017107
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Mashhadi Javad¹,Saffari Hamed²

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Faculty of Engineering, Shahid Bahonar Univ. of Kerman, 22 Bahman Blvd., P.O. Box 76175-133, Kerman, Iran.

2. Professor, Dept. of Civil Engineering, Faculty of Engineering, Shahid Bahonar Univ. of Kerman, 22 Bahman Blvd., P.O. Box 76175-133, Kerman, Iran (corresponding author).

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.1943-5509.0001109

Reference20 articles.

1. On the assessment of robustness

2. Formulations for probability of progressive collapse

3. Brunesi E. Nascimbene R. and Parisi F. (2016). “Progressive collapse fragility models of RC framed buildings based on pushdown analysis.” Proc. VII European Congress on Computational Methods in Applied Sciences and Engineering National Technical Univ. of Athens Athens Greece.

4. Progressive collapse fragility of reinforced concrete framed structures through incremental dynamic analysis

5. Influence of seismic design rules on the robustness of steel moment resisting frames

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