Cyclic performance of repaired concrete-filled steel tubular columns after exposure to fire
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference17 articles.
1. Residual strength of concrete filled RHS stub columns after exposure to high temperatures;Han;Adv. Struct. Eng. Inter. J.,2002
2. Residual strength of concrete-filled RHS columns after exposure to the ISO-834 standard fire;Han;Thin-walled Struct.,2002
3. Concrete-filled thin walled steel RHS beam-columns subjected to cyclic loading;Han;Thin-walled Struct.,2003
4. Compressive and flexural behavior of concrete filled steel tubes after exposure to standard Fire;Han;J. Construct. Steel Res.,2005
5. Tests on cyclic behavior of concrete-filled HSS columns after exposure to ISO-834 standard fire;Han;J. Struct. Eng. ASCE,2004
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