Research on the Dynamic Characteristics of the Double Slings System with Elastic Connection Considering Boundary Conditions

被引:1
作者
Liao, Xia [1 ]
Dan, Danhui [1 ,2 ]
Han, Fei [3 ]
Zhao, Rui [1 ]
机构
[1] Xinjiang Univ, Sch Civil Engn & Architecture, Urumqi 830047, Peoples R China
[2] Tongji Univ, Sch Civil Engn, 1239 Siping Rd, Shanghai 200092, Peoples R China
[3] Northwestern Polytech Univ, Sch Mech Civil Engn & Architecture, Xian 710129, Peoples R China
关键词
double sling system; dynamic stiffness method; W-W algorithm; parametric analysis; CABLE NETWORKS; CROSS-LINK; BEHAVIOR; FORMULATION; FREQUENCIES; VIBRATIONS; STIFFNESS;
D O I
10.3390/math10173129
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
As the length of single sling increases, double slings with transverse connections are gradually becoming one of the effective measures to control the undesirable vibration of single slings. In the analysis of the dynamic characteristics of the double sling system, this paper firstly deduces the dynamic stiffness matrix of the elastically connected double sling system by the dynamic stiffness method (DSM), solves the frequency equation evolved from the dynamic stiffness matrix by using the Wittrick-Williams (W-W) algorithm, and obtains the systematic analysis and calculation of the dynamic characteristics of the double sling system under arbitrary boundary conditions. Secondly, a complete and accurate analysis method of the dynamic characteristics of the double sling system is obtained by comprehensively considering the bending stiffness and boundary conditions of the sling, and the accuracy of the calculation can be verified by the actual measurement data. Finally, the best installation position and quantity of transverse sling clamps in the double sling system are obtained by the parametric analysis of transverse sling clamps. The analysis of this paper will provide a theoretical basis for the design and optimization of slings, and further promote the wide application of the double sling system.
引用
收藏
页数:18
相关论文
共 30 条
[1]  
Ahmad J., 2016, THESIS
[2]   Combined effect of external damper and cross-tie on the modal response of hybrid two-cable networks [J].
Ahmad, Javaid ;
Cheng, Shaohong ;
Ghrib, Faouzi .
JOURNAL OF SOUND AND VIBRATION, 2018, 417 :132-148
[3]   Analytical study on in-plane free vibration of a cable network with straight alignment rigid cross-ties [J].
Ahmad, Javaid ;
Cheng, Shaohong .
JOURNAL OF VIBRATION AND CONTROL, 2015, 21 (07) :1299-1320
[4]   Effect of cross-link stiffness on the in-plane free vibration behaviour of a two-cable network [J].
Ahmad, Javaid ;
Cheng, Shaohong .
ENGINEERING STRUCTURES, 2013, 52 :570-580
[5]   Dynamic stiffness formulation for structural elements: A general approach [J].
Banerjee, JR .
COMPUTERS & STRUCTURES, 1997, 63 (01) :101-103
[6]  
Bosch H.R., 2014, Dynamic properties of stay cables on the Penobscot Narrows Bridge
[7]   In-plane dynamic behavior of cable networks. Part 1: formulation and basic solutions [J].
Caracoglia, L ;
Jones, NP .
JOURNAL OF SOUND AND VIBRATION, 2005, 279 (3-5) :969-991
[8]   In-plane dynamic behavior of cable networks. Part 2: prototype prediction and validation [J].
Caracoglia, L ;
Jones, NP .
JOURNAL OF SOUND AND VIBRATION, 2005, 279 (3-5) :993-1014
[9]   Effectiveness of cable networks of various configurations in suppressing stay-cable vibration [J].
Caracoglia, Luca ;
Zuo, Delong .
ENGINEERING STRUCTURES, 2009, 31 (12) :2851-2864
[10]   Research on Natural Vibration Characteristics of Coupling Hangers Considering Bending Stiffness [J].
Chen W. ;
Wang R. ;
Zhou H. ;
Zhen X. ;
Zhang Z. .
Huanan Ligong Daxue Xuebao/Journal of South China University of Technology (Natural Science), 2020, 48 (07) :143-154