Sheet-to-purlin fasteners arrangement and the value of rotational restraint of cold-formed Z-purlins-Reference-Cited by-同舟云学术

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Sheet-to-purlin fasteners arrangement and the value of rotational restraint of cold-formed Z-purlins

Published:2018-12 Issue: Volume:151 Page:185-193
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Gajdzicki Michal^ORCID

Publisher

Elsevier BV

Subject

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

Reference17 articles.

1. EN 1993-1-3:2006. Eurocode 3—design of steel structures—Part 1-3: general rules—supplementary rules for cold-formed members and sheeting.

2. Torsional restraint coefficients of profiled sheeting;Lindner,1986

3. Restraint of beams by trapezoidally sheeting using different types of connection;Lindner,1998

4. Design of cold-formed purlins and rails restrained by sheeting;Tomà;J. Constr. Steel Res.,1994

5. Rotační podepření tenkostênné ocelové vaznice krytinou. Habilitační práce. Praha;Vrany,2002

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

2. Theoretical and experimental study on overall stability for the thin-walled double cantilever photovoltaic stent under uniform pressure;Solar Energy;2023-05

3. Analysis of rotational end restraint for cross-beams of railway through truss bridges;STEEL COMPOS STRUCT;2020

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