An implementation for 2nd-order M-N coupling and geometric stiffness adaptation in tapered beam-column elements
Author:
Funder
Fondi di Ricerca d’Ateneo ex 60%”
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference55 articles.
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2. Exact expressions for stability functions of a general non-prismatic beam–column member;Al-Sadder;J Constr Steel Res,2004
3. Tapered beam and column elements in unbraced frame structures;Aristizabal-Ochoa;Eng J Comput Civ Eng,1987
4. The dimensional reduction approach for 2D non-prismatic beam modelling: a solution based on Hellinger-Reissner principle;Auricchio;Int J Solids Struct,2015
5. Bai R, Liu SW, Chan SL. Finite-element implementation for nonlinear static and dynamic frame analysis of tapered members. Eng Struct 2018;172(1 October 2018):358–81.
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1. Numerical Simulation for Strength and Stability of RC Tapered Columns;Engineering, Technology & Applied Science Research;2024-08-02
2. Nonlinear inelastic analysis of space semi-rigid steel frames subjected to static load using plastic-zone method;Mechanics of Advanced Materials and Structures;2023-11-09
3. Validated three-dimensional finite element modeling for static behavior of RC tapered columns;Journal of the Mechanical Behavior of Materials;2023-01-01
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