Predicting the fire resistance behaviour of high strength concrete columns
By Venkatesh R. Kodur, T. Wang, F. Cheng. 2004
260 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/772873f6f1298a453da7ad49dc7ed6acae907652
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Critical factors governing the fire performance of high strength concrete systems (2007, background): “Fig. 4. Conventional and modified tie configuration for reinforced concrete columns [ 12 ]: (a) conventional tie configuration; (b) modified tie configuration.”
- Properties of Concrete at Elevated Temperatures (2014, background): “The availability of material properties at an elevated temperature permits amathematical approach for predicting fire resistance of structural members [10, 11].”