Symplectic Transfer-Matrix Method for Bending of Nonuniform Timoshenko Beams on Elastic Foundations-Reference-Cited by-同舟云学术

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Symplectic Transfer-Matrix Method for Bending of Nonuniform Timoshenko Beams on Elastic Foundations

Published:2020-06 Issue:6 Volume:146 Page:04020051
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Li Xiaojiao¹,Guan Minsheng²^ORCID

Affiliation:

1. Post-Doctoral Researcher, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518060, China.

2. Assistant Professor, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518060, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001790

Reference19 articles.

1. Hamiltonian structural analysis of curved beams with or without generalized two-parameter foundation

2. Symplectic Superposition Method for Benchmark Flexure Solutions for Rectangular Thick Plates

3. Symplectic Eigenvalue Analysis Method for Bending of Beams Resting on Two-Parameter Elastic Foundations

4. Symplectic Method for Natural Modes of Beams Resting on Elastic Foundations

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3. Bending vibration transfer equations of variable-section piezoelectric laminated beams;Composite Structures;2023-05

4. Exact analytical solution for static deflection of Timoshenko composite beams on two-parameter elastic foundations;Thin-Walled Structures;2022-03

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