Design Assisted by Finite Element of Z‐Purlins with Overlapping under Gravity Loading
Author:
Affiliation:
1. Department of Steel Structures and Structural Mechanics Politehnica University of Timisoara Ioan Curea 1 300224 Timisoara Romania
2. Laboratory of Steel Structures Romanian Academy, Timisoara Branch Mihai Viteazu 24 300223 Timisoara Romania
Publisher
Wiley
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.1736
Reference30 articles.
1. Challenges and solutions associated with the simulation and design of cold-formed steel structural systems
2. Finite element modelling of cold-formed steel beams under local buckling or combined local/distortional buckling
3. European Committee for Standardization(2006)Eurocode 3: Design of steel structures ‐ Part 1‐3: General rules ‐ Supplementary rules for cold‐formed members and sheeting.
4. Strength and stiffness of cold-formed steel purlins with sleeved and overlapped bolted connections
5. Moment redistribution in cold-formed steel sleeved and overlapped two-span purlin systems
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1. Efficient design of overlapped purlins loaded by gravity;Structures;2023-12
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