Structural fire performance of post-tensioned concrete slabs with unbonded tendons
Post-tensioned (PT) concrete slabs with unbonded tendons have been widely used in residential and commercial buildings. However, fire may cause irrecoverable damages to such slabs including rupture of prestressing steel tendons, concrete spalling, large downward deflection and even progressive colla...
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| Language: | English |
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The University of Hong Kong (Pokfulam, Hong Kong)
2015
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| Online Access: | http://hdl.handle.net/10722/208022 |