Behaviour and design of crest-fixed profiled steel roof claddings under wind uplift-Reference-Cited by-同舟云学术

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Behaviour and design of crest-fixed profiled steel roof claddings under wind uplift

Published:1994-07 Issue:5 Volume:16 Page:368-376
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Mahendran M.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference13 articles.

1. Fatigue behaviour of corrugated roofing under cyclic wind loading;Mahendran;Civil Eng. Trans., I. E. Aust.,1990

2. Wind loading failures of corrugated roof cladding;Beck;Civil Eng. Trans., I.E. Aust.,1979

3. AS1170.2-SAA Loading code, part 2: wind loads;Standards Australia (SAA),1989

4. AS4040.3 ‘Methods of testing sheet roof and wall cladding’;Standards Australia (SAA),1992

5. AS1562 ‘Design and installation of sheet roof and wall cladding, part 1: metal’;Standards Australia (SAA),1992

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1. Wind resistance performance analysis of metal roof system of the long-span integrated photovoltaic building;Journal of Building Engineering;2024-06

2. Experimental Investigation on the Behaviour of Modified Connections at the Overhang Roof Under Uplift Pressure;Lecture Notes in Civil Engineering;2024

3. Fragility Assessment of Cold-Formed Steel Profiled Roof Claddings Under Extreme Wind Conditions in New Zealand;2024

4. Hazus Hurricane Wind Model for the US Caribbean Territories: Hazard Modeling and Development of Residential Damage Functions;Natural Hazards Review;2023-11

5. Wind-uplift capacity of cold-formed steel weatherboard claddings—Experimental and numerical investigations;Thin-Walled Structures;2023-03

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