A Novel Nonlinear Link Element for Direct Second-Order Analysis of Trusses Assembled by Weak Shear Stiffness Members
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s12205-020-1688-4.pdf
Reference30 articles.
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3. Aristizabal-Ochoa JD (2011) Stability of columns with semi-rigid connections including shear effects using Engesser, Haringx and Euler approaches. Engineering Structures 33:868–880, DOI: https://doi.org/10.1016/j.engstruct.2010.12.008
4. Bai Y, Zhang C (2012) Capacity of nonlinear large deformation for trusses assembled by brittle FRP composites. Composite Structures 94:3347–3353, DOI: https://doi.org/10.1016/j.compstruct.2012.05.016
5. Chan S, Gu J (2000) Exact tangent stiffness for imperfect beam-column members. Journal of Structure Engineering-Asce 126:1094–1102, DOI: https://doi.org/10.1061/(ASCE)0733-9445(2000)126:9(1094)
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