Buckling Analysis of Cold-formed Steel Members with General Boundary Conditions Using CUFSM Conventional and Constrained Finite Strip Methods

By Zhanjie Li, Benjamin W. Schafer. 2010

390 citations recorded by the source corpus.

View Paper: https://www.semanticscholar.org/paper/8a8040c63083173d7ddbe48931e2ae86f634eea0

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1. Hamed Taji
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Citations in the corpus

• Cold‐formed steel structures around the world (2011, methodology): “Recent advances in the finite strip method include the continuing development of open source tools [31], extensions to general boundary conditions for stability analysis [32], the constrained Finite Strip Method (cFSM) which enables modal decomposition and identification [33] to [36], and the develo”
• Shape optimization of cold-formed steel beam-columns with practical and manufacturing constraints (2019, methodology): “They determined local, distortional and global buckling loads using the open source CUFSM software [7, 8] and then adopted the Direct Strength Method (DSM) [9] to estimate the nominal compressive strength of the CFS elements.”