Estimating Postfire Residual Capacity of Heavily Damaged Concrete Members-Reference-Cited by-同舟云学术

Estimating Postfire Residual Capacity of Heavily Damaged Concrete Members

Published:2021-04 Issue:2 Volume:35 Page:04020151
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Kodur Venkatesh K. R.¹,Agrawal Ankit²

Affiliation:

1. University Distinguished Professor, Dept. of Civil and Environmental Engineering, Michigan State Univ., East Lansing, MI 48824 (corresponding author).

2. Project Engineer, Hinman Consulting Engineers, 601 California St., Suite 1710, San Francisco, CA 94108.

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.1943-5509.0001561

Reference28 articles.

1. Annerel E. and L. Taerwe. 2010. “Assessment of the residual strength of concrete members after fire exposure.” In Proc. Joint IABSE-FIB Conf.: Codes in Structural Engineering: Development and Needs for Int. Practice (IABSE-2010) edited by M. Hirt J. Radic and A. Mandic 1285–1292. Dubrovnik Croatia: Ghent Univ.

2. Forensic Investigation of Fire-affected Reinforced Concrete Buildings

3. Historical survey of multi-story building collapses due to fire;Beitel J. J.;Fire Prot. Eng.,2005

4. Structural damage evaluation of reinforced concrete beams exposed to high temperatures

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