Experimental investigation on wind uplift capacity of single span Z-purlins supporting standing seam roof systems-Reference-Cited by-同舟云学术

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Experimental investigation on wind uplift capacity of single span Z-purlins supporting standing seam roof systems

Published:2019-11 Issue: Volume:144 Page:106324
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Luan Wei,Li Yuan-Qi

Funder

DSM

China National Key R&D Program

National Science Foundation of China

State Key Laboratory of Disaster Reduction in Civil Engineering

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Diaphragm Braced Channel and Z-Section Beams;Celebi,1972

2. Progress Report - Ultimate Strength of Co1dFormed Steel Z-Purlins. Report No. 80-3;Razak,1980

3. Behaviour of C- and Z- purlins under wind uplift;Peköz,1982

4. Tests of purlins with screw fastened sheeting under wind uplift;Hancock,1990

5. Tests of continuous purlins under downwards loading;Hancock,1992

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1. An efficient method for evaluating the wind resistance performance of high-vertical standing seam metal cladding systems;Thin-Walled Structures;2024-12

2. Assessment of purlins with paired torsion bracing in sloped roof systems: Direct strength method approach;Structures;2024-04

3. Multi-hazard performance assessment of low-rise cold-formed steel structures subjected to combined earthquake and wind;Journal of Constructional Steel Research;2024-03

4. An equivalent spring model for seam-clip connections of high-vertical standing seam metal cladding systems;Thin-Walled Structures;2024-02

5. Experimental Study on Static Wind Uplift Resistance of Roofing Systems;Buildings;2023-12-25

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