Improved fire design of steel I-sections under combined compression and bending

Author:

Li LiyaORCID,Paquet Jeanne,Couto CarlosORCID,Vila Real Paulo,Boissonnade Nicolas

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference64 articles.

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2. Stress-Strain-Temperature Relationship for Structural Steel;Poh;J Mater Civ Eng,2001

3. Mechanical Properties of Structural Steel at Elevated Temperatures and after Cooling Down;Outinen;Fire Mater,2004

4. Chen, J., Young, B., and Uy, B., 2006, “Behavior of High Strength Structural Steel at Elevated Temperatures.”.

5. Stress–Strain Response and Cross-Sectional Capacity of Steel Sections in Fire;Knobloch;Proceedings of the Institution of Civil Engineers-Structures and Buildings,2013

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