Formulation of the Green’s functions stiffness method for Euler–Bernoulli beams on elastic Winkler foundation with semi-rigid connections-Reference-Cited by-同舟云学术

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Formulation of the Green’s functions stiffness method for Euler–Bernoulli beams on elastic Winkler foundation with semi-rigid connections

Published:2022-09 Issue: Volume:266 Page:114616
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Molina-Villegas Juan Camilo^ORCID,Ballesteros Ortega Jorge Eliecer^ORCID,Ruiz Cardona David^ORCID

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference38 articles.

1. History of the stiffness method;Samuelsson;Internat J Numer Methods Engrg,2006

2. A historical outline of matrix structural analysis: a play in three acts;Felippa;Comput Struct,2001

3. Matrix analysis of structures SI version;Kassimali,2012

4. Structural analysis: A unified classical and matrix approach;Ghali,2017

5. Análisis estructural - Métodos clásicos y matriciales;Molina-Villegas,2021

Cited by 11 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Stiffness identification of beam structures with elastic foundations through the global mode method and time-domain nonlinear subspace method;Nonlinear Dynamics;2024-08-04

2. Closed-form solutions for axially non-uniform Timoshenko beams and frames under static loading;Composite Structures;2024-06

3. Nonlinear Forced Vibration of Curved Beam with Nonlinear Viscoelastic Ends;International Journal of Applied Mechanics;2024-02-05

4. Analytical frequency-domain solution for Euler-Bernoulli frames with semi-rigid connections;Forces in Mechanics;2024-02

5. Closed-form solution of Euler–Bernoulli frames in the frequency domain;Engineering Analysis with Boundary Elements;2023-10

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