Second-order Stiffness Matrix and Loading Vector of a Tapered Rectangular Timoshenko Beam-column With Semirigid Connections
Author:
Funder
National University of Colombia
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference21 articles.
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3. Analysis of prismatic and linearly tapered RC columns;Head;J Struct Eng,1987
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5. Stiffness formulation for nonprismatic beam elements;Tena-Colunga;J Struct Eng,1996
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