Simplified Dynamic Analysis of Beam-Column Elements with Generalized End-Boundary Conditions on Non-Homogeneous Pasternak Elastic Foundation-Reference-Cited by-同舟云学术

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Simplified Dynamic Analysis of Beam-Column Elements with Generalized End-Boundary Conditions on Non-Homogeneous Pasternak Elastic Foundation

Published:2022-03-17 Issue: Volume: Page:
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Container-title:Geo-Congress 2022
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Author:

Carvajal-Muñoz J. Sebastian¹²³,Vega-Posada Carlos A.¹²³,Saldarriaga-Molina Julio C.¹²³

Affiliation:

1. Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Maine, Orono, ME.

2. Associate Professor, Dept. of Civil and Environmental Engineering, School of Engineering, Univ. de Antioquia, Medellín, Colombia.

3. Professor, Dept. of Civil and Environmental Engineering, School of Engineering, Univ. de Antioquia, Medellín, Colombia.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784484043.021

Reference17 articles.

1. First- and Second-Order Stiffness Matrices and Load Vector of Beam-Columns with Semirigid Connections

2. Analysis of the vibration of an elastic beam supported on elastic soil using the differential transform method;Balkaya M.;Archive of Applied Mechanics,2009

3. Buckling analysis of partially embedded pile in elastic soil using differential transform method

4. Vibration of beams on partial elastic foundations

5. Beams on Variable Two‐Parameter Elastic Foundation

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