Innovative approach with harmonic modes and finite element modeling for the nonlinear dynamic analysis of a suspension bridge-Reference-Cited by-同舟云学术

Innovative approach with harmonic modes and finite element modeling for the nonlinear dynamic analysis of a suspension bridge

Published:2022-11-04 Issue:5 Volume:111 Page:4221-4236
ISSN:0924-090X
Container-title:Nonlinear Dynamics
language:en
Short-container-title:Nonlinear Dyn

Author:

Hui Yi,Law S. S.,Guo Kunpeng^ORCID,Liu Min

Funder

Overseas Expertise Introduction Project for Discipline Innovation

National Natural Science Foundation of China

Natural Science Foundation Project of Chongqing, Chongqing Science and Technology Commission

Publisher

Springer Science and Business Media LLC

Subject

Electrical and Electronic Engineering,Applied Mathematics,Mechanical Engineering,Ocean Engineering,Aerospace Engineering,Control and Systems Engineering

Link

https://link.springer.com/content/pdf/10.1007/s11071-022-08069-z.pdf

Reference28 articles.

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2. Kim, M.Y., Kwon, S.D., Kim, N.I.: Analytical and numerical study on free vertical vibration of shear-flexible suspension bridges. J. Sound Vib. 238, 65–84 (2000). https://doi.org/10.1006/jsvi.2000.3079

3. Hayashikawa, T.: Torsional vibration analysis of suspension bridges with gravitational stiffness. J. Sound Vib. 204, 117–129 (1997). https://doi.org/10.1006/jsvi.1997.0948

4. Luco, J.E., Turmo, J.: Linear vertical vibrations of suspension bridges: a review of continuum models and some new results. Soil Dyn. Earthq. Eng. 30, 769–781 (2010). https://doi.org/10.1016/j.soildyn.2009.10.009

5. Gwon, S.G., Choi, D.H.: Improved continuum model for free vibration analysis of suspension bridges. J. Eng. Mech. 143, 04017038 (2017). https://doi.org/10.1061/(ASCE)EM.1943-7889.0001244