Analysis on In-Plane 2:2:1 Internal Resonance of a Complex Cable-Stayed Bridge System Under External Harmonic Excitation

被引:4
作者
Kang, Houjun [1 ,2 ,3 ]
Guo, Tieding [1 ]
Zhu, Weidong [2 ]
机构
[1] Guangxi Univ, Coll Civil Engn & Architecture, Nanning 530004, Guangxi, Peoples R China
[2] Univ Maryland Baltimore Cty, Dept Mech Engn, Baltimore, MD 21250 USA
[3] Guangxi Univ, Sci Res Ctr Engn Mech, Nanning 530004, Guangxi, Peoples R China
来源
JOURNAL OF COMPUTATIONAL AND NONLINEAR DYNAMICS | 2021年 / 16卷 / 10期
基金
美国国家科学基金会;
关键词
cable-stayed bridge; internal resonance; external resonance; stability; bifurcation; SHALLOW ARCH; NONLINEAR DYNAMICS; FINITE-ELEMENT; DECK INTERACTION; SUSPENDED-CABLE; PHYSICAL MODEL; PART I; VIBRATIONS; OSCILLATIONS;
D O I
10.1115/1.4051496
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Nonlinear dynamic analysis of a cable-stayed bridge has been a hot topic due to its structural flexibility. Based on integro-partial differential equations of a double-cable-stayed shallow-arch model, in-plane 2:2:1 internal resonance among three first in-plane modes of two cables and a shallow arch under external primary or subharmonic resonance is considered. Galerkin's method and the method of multiple scales are used to derive averaged equations of this cable-stayed bridge system. Nonlinear dynamic behaviors of the system are investigated via numerical simulation. Results show rich nonlinear phenomena of the cable-stayed bridge system and some new phenomena are observed. Two identical cables that are symmetrically located above the shallow arch can have different dynamic behaviors even when initial conditions of the system are symmetrically given. Two cables with some differences between their parameters can exhibit either softening or hardening characteristics.
引用
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页数:15
相关论文
共 47 条
[1]  
Caetano E, 2000, EARTHQUAKE ENG STRUC, V29, P481, DOI 10.1002/(SICI)1096-9845(200004)29:4<481::AID-EQE918>3.0.CO
[2]  
2-1
[3]  
Caetano E, 2000, EARTHQUAKE ENG STRUC, V29, P499, DOI 10.1002/(SICI)1096-9845(200004)29:4<499::AID-EQE919>3.0.CO
[4]  
2-A
[5]   Cable-deck dynamic interactions at the International Guadiana Bridge: On-site measurements and finite element modelling [J].
Caetano, Elsa ;
Cunha, Alvaro ;
Gattulli, Vincenzo ;
Lepidi, Marco .
STRUCTURAL CONTROL & HEALTH MONITORING, 2008, 15 (03) :237-264
[6]   Modeling and analysis of the in-plane vibration of a complex cable-stayed bridge [J].
Cao, D. Q. ;
Song, M. T. ;
Zhu, W. D. ;
Tucker, R. W. ;
Wang, C. H-T .
JOURNAL OF SOUND AND VIBRATION, 2012, 331 (26) :5685-5714
[7]   Analysis of in-plane 1:1:1 internal resonance of a double cable-stayed shallow arch model with cables' external excitations [J].
Cong, Yunyue ;
Kang, Houjun ;
Guo, Tieding .
APPLIED MATHEMATICS AND MECHANICS-ENGLISH EDITION, 2019, 40 (07) :977-1000
[8]   Primary resonance of traveling viscoelastic beam under internal resonance [J].
Ding, Hu ;
Huang, Linglu ;
Mao, Xiaoye ;
Chen, Liqun .
APPLIED MATHEMATICS AND MECHANICS-ENGLISH EDITION, 2017, 38 (01) :1-14
[9]   Non-linear response of buckled beams to 1:1 and 3:1 internal resonances [J].
Emam, Samir A. ;
Nayfeh, Ali H. .
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2013, 52 :12-25
[10]   One-to-two global-local interaction in a cable-stayed beam observed through analytical, finite element and experimental models [J].
Gattulli, V ;
Lepidi, M ;
Macdonald, JHG ;
Taylor, CA .
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2005, 40 (04) :571-588