Modelling of unbonded post-tensioned concrete slabs under fire conditions-Reference-Cited by-同舟云学术

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Modelling of unbonded post-tensioned concrete slabs under fire conditions

Published:2009-02 Issue:2 Volume:44 Page:159-167
ISSN:0379-7112
Container-title:Fire Safety Journal
language:en
Short-container-title:Fire Safety Journal

Author:

Ellobody Ehab,Bailey Colin G.

Publisher

Elsevier BV

Subject

General Physics and Astronomy,Safety, Risk, Reliability and Quality,General Materials Science,General Chemistry

Reference29 articles.

1. FIRE RESISTANCE OF POST-TENSIONED STRUCTURES

2. P. Lukkunaprasit, Unbonded post-tensioned concrete flat plates under 5 hours of fire, in: FIP-XIth International Congress on Prestressed Concrete, S61–S64, Hamburg, Germany, 1990, pp. 4–9.

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1. An automated optimized design of practical post-tensioned slabs;Journal of Engineering and Applied Science;2024-07-18

2. Fire and post-fire performance of unbonded semi-precast prestressed reinforced concrete beams;Engineering Structures;2024-06

3. Effects of exposure to elevated temperatures on the transfer length of pretensioned concrete elements;Structures;2024-02

4. Finite element investigation on the post-fire behavior of reinforced composite NSC-HPC slabs;World Journal of Engineering;2023-12-21

5. Reliability Assessment Approach for Fire Resistance Performance of Prestressed Steel–Concrete Box Girder Bridges;Fire;2023-12-16

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