Lateral-Torsional Buckling of Parabolic Arches
Author:
Affiliation:
1. Mechanical Engineer; Lawrence Livermore Lab., Livermore, C.A.
2. Aerospace Engr., Air Force Flight Dynamics Lab., Wright-Patterson Air Force Base, O.H.
Publisher
American Society of Civil Engineers (ASCE)
Subject
General Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/JSDEAG.0003230
Cited by 11 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
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2. Exact Matrix Stiffness Method for Out-of-Plane Buckling Analysis of Funicular Arches Considering Warping Deformations;International Journal of Structural Stability and Dynamics;2022-08-10
3. Critical buckling moment of functionally graded tapered mono-symmetric I-beam;STEEL COMPOS STRUCT;2021
4. Lateral torsional buckling analysis of truss-braced timber arches;Revista de la construcción;2019
5. Flexural-Torsional Buckling and Ultimate Resistance of Parabolic Steel Arches Subjected to Uniformly Distributed Vertical Load;Journal of Structural Engineering;2014-10
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