Finite element formulation and analysis of Timoshenko beam excited by transversely fluctuating supports due to a real seismic wave-Reference-Cited by-同舟云学术

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Finite element formulation and analysis of Timoshenko beam excited by transversely fluctuating supports due to a real seismic wave

Published:2018-08 Issue:6 Volume:50 Page:971-980
ISSN:1738-5733
Container-title:Nuclear Engineering and Technology
language:en
Short-container-title:Nuclear Engineering and Technology

Author:

Kim Yong-Woo,Cha Seung Chan

Publisher

Elsevier BV

Subject

Nuclear Energy and Engineering

Reference19 articles.

1. Beam vibrations with time-dependent boundary conditions;Mindlin;J. Appl. Mech. ASME,1950

2. Response of beam to propagating boundary excitation;Masri;Earthq. Eng. Struct. Dynam.,1976

3. Simplified earth-quake analysis of suspension bridge towers;Abdel-Ghaffar;J. Eng. Mech. Div. ASCE,1982

4. Multiple-support seismic analysis of large structures;Léger;Comput. Struct.,1990

5. Dynamics of Structures;Clough,1993

Cited by 2 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. Dynamic Analysis of Isotropic Homogeneous Beams Using the Method of Initial Functions and Comparison with Classical Beam Theories and FEM;Complexity;2023-12-09

2. Dynamic Responses of Beam Deflection Model Using $$\gamma$$-Splines Functions and Fourier Transform Discretization Solvers;Archives of Computational Methods in Engineering;2023-02-03

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