Abstract
![CDATA[This paper describes new tests carried out on reinforced concrete (RC) beam to concrete filled steel tubular (CFST) column planar frames subjected to IS0-834 standard fire. Each frame consists of two CFST columns and a RC beam with RC slab. The column sections of four frame specimens are circular, and the other two are square. The test parameters include the level of axial load in the CFST column, the load level in the RC beam and the beam-column stiffness ratio. The experimental results are analyzed to evaluate the influences of different testing parameters on the fire performance of the composite frame.]]
| Original language | English |
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| Title of host publication | Proceedings of the 4th International Conference on Protection of Structures Against Hazards: 23 - 25 October 2009, Beijing, P.R. China |
| Publisher | CI-Premier Conference Organisation |
| Pages | 1-6 |
| Number of pages | 6 |
| ISBN (Print) | 9789810832445 |
| Publication status | Published - 2009 |
| Event | International Conference on Protection of Structures Against Hazards - Duration: 23 Oct 2009 → … |
Conference
| Conference | International Conference on Protection of Structures Against Hazards |
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| Period | 23/10/09 → … |