Comparison of tests of bridged and unbridged purlins with a non-linear analysis model-Reference-Cited by-同舟云学术

Comparison of tests of bridged and unbridged purlins with a non-linear analysis model

Published:1997-02 Issue:2-3 Volume:41 Page:197-220
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Rousch Catherine J.,Hancock Gregory J.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. A non-linear analysis model for simply-supported and continuous purlins;Rousch,1994

2. Comparison of a non-linear purlin model with tests;Rousch,1994

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

4. On the Behaviour of Cold-formed Steel Purlins—Particularly with Respect to Cross Sectional Distortion;Thomasson,1988

5. Vacuum Test Rig Common Purlin Test Programme Series 7—Simply Supported Z-Sections and Channels with Full Instrumentation;Centre for Advanced Structural Engineering,1994

Cited by 26 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Reliability Study on Simply Supported Purlins with Sheeting Under Typhoon Hazards;Lecture Notes in Civil Engineering;2024

2. Time-Dependent Reliability Evaluation for the Buckling Limit States of the Purlin with Sheeting Considering Typhoon-Induced Diaphragm Degradation Effect;International Journal of Structural Stability and Dynamics;2023-03-31

3. Buckling analyses of cold-formed steel Sigma sections in purlin-sheeting systems subjected to uniformly distributed uplift loading;Structures;2021-12

4. Modified DSM framework for limit states prediction of simply-supported Z-section purlin with sheeting;Engineering Structures;2021-03

5. Buckling behavior of cold-formed C/Z-section purlins incorporating the effects of diaphragm and the screw location;Advances in Structural Engineering;2019-11-26