Fragility analysis of roof damage to industrial buildings subject to extreme wind loading in non-cyclonic regions-Reference-Cited by-同舟云学术

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Fragility analysis of roof damage to industrial buildings subject to extreme wind loading in non-cyclonic regions

Published:2016-12 Issue: Volume:128 Page:333-343
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Stewart Mark G.,Ryan Paraic C.,Henderson David J.,Ginger John D.

Funder

Commonwealth Scientific and Industrial Research Organisation

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference55 articles.

1. Steel structures;AS4100,1998

2. Structural design actions, part 2: Wind actions;AS/NZS1170.2,2011

3. Garage doors and other large access doors;AS/NZS 4505,2012

4. About Australia’s regions;BITRE,2008

5. Tropical cyclone Yasi: structural damage to buildings;Boughton,2011

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1. Hurricane Wind Performance and Mitigation Strategies for Informally Constructed Houses in Puerto Rico;ASCE Inspire 2023;2023-11-14

2. Wind damage assessment of roof sheathing panels with various mean recurrence intervals considering directionality effects;Journal of Wind Engineering and Industrial Aerodynamics;2023-11

3. Wind-induced fragility of a group of three gable-roof buildings with different roof slope and building spacing;Engineering Structures;2023-10

4. Fragility assessment of traditional wooden houses in Madagascar subjected to extreme wind loads;Engineering Structures;2023-08

5. Wind Uplift Fragility Assessment Method of 360° Standing Seam Roof System and Its Application in Wind Damage Estimation of UHV Converter Station;Journal of Structural Engineering;2023-05

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