Exact structural-property matrices and Timoshenko’s shape functions for nonprismatic frame elements defined by noncentroidal axes

Author:

de Araújo Francisco C.ORCID,Mageveske Protáze

Funder

Conselho Nacional de Desenvolvimento Científico e Tecnológico

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference44 articles.

1. Time-domain analysis of framed structures based on ”exact” structural-property matrices for nonprismatic timoshenko’s elements;Pillon;Appl. Math. Model.,2022

2. Assessment of the shear strength of continuous reinforced concretehaunched beams based upon cyclic testing;Tena-Colunga;J. Build. Eng.,2017

3. Structural analysis ofnon-prismatic beams: Critical issues, accurate stress recovery, and analytical definition of the finite element (FE) stiffness matrix;Mercuri;Eng. Struct.,2020

4. R.C. Kaehler, D.W. White, Y.D. Kim, Frame design using web-tapered members, American Institute of Steel Construction (AISC) and Metal Building Manufacturers Association (MBMA), Steel Design Guide 25, Tech. rep., 2011.

5. Economical Structural Steelwork - Design of Cost Effective Steel Structures;Gardner,2009

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