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Numerical method for the undamped forced dynamics of steel cable network structures

  • Sophianopoulos, Dimitris S. (Department of Civil Engineering, University of Thessaly) ;
  • Asteris, Panagiotis G. (Department of Structural Design and Construction, Hellenic Ministry of Rural Development and Food)
  • Received : 2005.07.15
  • Accepted : 2006.12.19
  • Published : 2006.07.10

Abstract

Keywords

References

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  4. Kanno, Y, Ohsaki, M. and Ito, J. (2002),' Large-deformation and friction analysis of non-linear elastic cable networks by second-order cone programming ', Int. J. Numer. Meth. Eng., 55, 1079-1114 https://doi.org/10.1002/nme.537
  5. Kwan, A.S.K. (1998), ' A new approach to geometric nonlinearity of cable structures ', Comput. Struct., 67(4), 243-252 https://doi.org/10.1016/S0045-7949(98)00052-2
  6. Levy, R. and Spillers, W. (1995), Analysis of Geometrically Nonlinear Structures, Chapman and Hall
  7. Talvik, I. (2001),' Finite element modelling of cable networks with flexible supports ', Comput. Struct., 79, 2443-2450 https://doi.org/10.1016/S0045-7949(01)00077-3
  8. Volokh, K.Yu., Vilnay, O. and Averbuh, I. (2003), ' Dynamics of cable structures ', J. Eng. Mech., ASCE, 129(2), 175-180 https://doi.org/10.1061/(ASCE)0733-9399(2003)129:2(175)

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