Universal Characteristic Frequency Equation for Cable Transverse Component System and Its Universal Numerical Solution

被引:17
作者
Dan, Dan-Hui [1 ]
Xu, Bin [2 ]
Chen, Zu-He [2 ]
机构
[1] Tongji Univ, Dept Bridge Engn, Room 711,Bridge Bldg,1239 Siping Rd, Shanghai 200092, Peoples R China
[2] Tongji Univ, Dept Bridge Engn, Room 704,Bridge Bldg,1239 Siping Rd, Shanghai 200092, Peoples R China
关键词
Cable; Transverse component; Vibration; Universal characteristic frequency equation; Modal parameters; Numerical solution; STAY CABLE; FREE-VIBRATIONS; DYNAMICS; DESIGN; DAMPER;
D O I
10.1061/(ASCE)EM.1943-7889.0001020
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
It is meaningful to develop an accurate universal approach to solve the dynamical characteristic problem of a cable system combined with additional components used in real engineering. A segmented dynamic governing equation is presented for a taut shallow cable supported in the middle by a transverse component. Then, a universal frequency characteristic equation is proposed that considers all the influence factors, including the flexural rigidity, sagging, inclination angle, finite rigidity or damped boundary condition, and the intermediate supporting component. A general numerical solution is presented by giving an analytical derivative expression for the dynamic stiffness of the cable system. As a result, the modal parameters of an arbitrary complicated cable system can be obtained via the root of the equation. Finally, the accuracy of the proposed approach is verified using numerical cases, and its validity is also proved by applying it to case studies of several typical cable systems.
引用
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页数:13
相关论文
共 19 条
  • [1] [Anonymous], 2012, CABLE SUPPORTED BRID, DOI DOI 10.1002/9781119978237
  • [2] THE ELASTIC FREQUENCIES OF CABLES
    BURGESS, JJ
    TRIANTAFYLLOU, MS
    [J]. JOURNAL OF SOUND AND VIBRATION, 1988, 120 (01) : 153 - 165
  • [3] Closed-Form Formula of the Transverse Dynamic Stiffness of a Shallowly Inclined Taut Cable
    Dan, Dan-hui
    Chen, Zu-he
    Yan, Xing-fei
    [J]. SHOCK AND VIBRATION, 2014, 2014
  • [4] Dynamic properties analysis of a stay cable-damper system in consideration of design and construction factors
    Dan Danhui
    Chen Yanyang
    Xiao Rong
    [J]. EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2014, 13 (02) : 317 - 326
  • [5] Design formulas for damping of a stay cable with a damper
    Fujino, Yozo
    Hoang, Nam
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2008, 134 (02): : 269 - 278
  • [6] Nonlinear oscillations of cables under harmonic loading using analytical and finite element models
    Gattulli, V
    Martinelli, L
    Perotti, F
    Vestroni, F
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2004, 193 (1-2) : 69 - 85
  • [7] Analytical study on bending effects in a stay cable with a damper
    Hoang, Nam
    Fujino, Yozo
    [J]. JOURNAL OF ENGINEERING MECHANICS, 2007, 133 (11) : 1241 - 1246
  • [8] Irvine H. M., 1992, CABLE STRUCTURES, P259
  • [9] IRVINE HM, 1978, J STRUCT DIV-ASCE, V104, P343
  • [10] LINEAR THEORY OF FREE VIBRATIONS OF A SUSPENDED CABLE
    IRVINE, HM
    CAUGHEY, TK
    [J]. PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 1974, 341 (1626): : 299 - &