Experimental behaviour of reinforced concrete (RC) beam to concrete-filled steel tubular (CFST) column frames subjected to ISO-834 standard fire

Author:

Han Lin-Hai,Wang Wei-Hua,Yu Hong-Xia

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference27 articles.

1. New developments in fire resistance of hollow section structures;Klingsch,1985

2. Hass R. On realistic testing of the fire protection technology of steel and cement supports. Translation BHPR/NL/T/1444, Melbourne (Australia), 1991.

3. Load heat tests of full-scale columns of concrete-filled tubular steel structure using fire-resistant steel for buildings;Okada,1991

4. O’Meagher AJ, Bennetts ID, Hutchinson GL, Stevens LK. Modelling of HSS columns filled with concrete in fire. BHPR /ENG/R/91 /031/ PS69, Melbourne (Australia), 1991.

5. Lie TT, Caron SE. Fire resistance of hollow steel columns filled with siliceous aggregate concrete: test results. NRC-CNRC Internal Report, No. 570, Ottawa (Canada), 1988.

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