Quantifying transient creep effects on fire response of reinforced concrete columns-Reference-Cited by-同舟云学术

Quantifying transient creep effects on fire response of reinforced concrete columns

Published:2018-11 Issue: Volume:174 Page:885-895
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Alogla S.,Kodur V.K.R.

Funder

Michigan State University

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference34 articles.

1. Transient thermal strain of concrete: literature review, conditions within specimen and behaviour of individual constituents;Khoury;Mag Concr Res,1985

2. Transient thermal creep of concrete in service conditions at temperatures up to 300 C;Colina;Mag Concr Res,2004

3. General stress–strain relationship for concrete at elevated temperatures;Youssef;Eng Struct,2007

4. Stress–strain constitutive equations of concrete material at elevated temperatures;Li;Fire Saf J,2005

5. RILEM TC 129-MHT: Test methods for mechanical properties of concrete at high temperatures. Recommendations: Part 7: transient Creep for service and accident conditions;RILEM;Mater Struct,1998

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