Unbonded Post Tensioned Concrete Slabs in Fire - Part II - Modelling Tendon Response and the Consequences of Localized Heating-Reference-Cited by-同舟云学术

Unbonded Post Tensioned Concrete Slabs in Fire - Part II - Modelling Tendon Response and the Consequences of Localized Heating

Published:2011-09 Issue:3 Volume:2 Page:155-172
ISSN:2040-2317
Container-title:Journal of Structural Fire Engineering
language:en
Short-container-title:Journal of Structural Fire Engineering

Author:

Gales John,Bisby Luke,Gillie Martin

Publisher

Emerald

Subject

Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality

Reference37 articles.

1. Unbonded Post Tensioned Concrete Slabs in Fire - Part I - Experimental Response of Unbonded Tendons under Transient Localized Heating;J. Gales;Journal of Structural Fire Engineering,2011

2. Implosion Spares foundations;N. Post;Engineering News record,2000

3. NIST, NCSTAR 1A: Final Report on the Collapse of World Trade Center Building 7, National Institute of Standards and Technology, Gaithersburg, USA, 2008, 130 pp.

4. Unbonded Post Tensioned Concrete in Fire: A Review of Data from Furnace Tests and Real Fires;J. Gales;Fire Safety Journal,2011

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3. Anisotropic Curvature and Damage of Unbonded Post-tensioned Concrete Slabs During Fire Testing;Fire Technology;2016-12-02

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