Twisting about constrained line of parallel purlins inter braced by sagrods under wind suctions
Author:
Funder
National Science Foundation
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference6 articles.
1. Sagrods as lateral supports for girts and purlins;Polyzois;J. Struct. Eng. ASCE,1987
2. Stress analysis on cold-formed C-purlins subjected to wind suction load considering the effective stiffness of anti-sag bar;Zhang;Thin-Walled Struct.,2015
3. Lateral buckling of eccentrically braced RHS columns;Zhang;Thin Walled Struct.,2011
4. Lateral buckling of simply supported C- and Z-section purlins with top flange horizontally restrained;Zhang;Thin-Walled Struct.,2016
5. Lateral buckling of C-section purlins with one anti-sag bar at middle span section;Zhang;Thin Walled Struct.,2016
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1. Tensile performance of aluminum alloy roof panel-member clamp connection;Thin-Walled Structures;2023-10
2. Buckling of parallel purlins in standing seam or screw-fastened roofs;Thin-Walled Structures;2018-11
3. Effectiveness of Sag Rods as Lateral Supports for Parallel Purlins and Girts;Journal of Structural Engineering;2018-09
4. Buckling of parallel purlins inter-braced by sag-rods;Journal of Constructional Steel Research;2017-12
5. Damage Analysis and Evaluation of Light Steel Structures Exposed to Wind Hazards;Applied Sciences;2017-03-02
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