Cable Tension Estimation for Suspen-Dome Structures Based on Numerical Method

[1]  Ali Kaveh,et al.  Optimal design of nonlinear large-scale suspendome using cascade optimization , 2018 .

[2]  M. Ilchi Ghazaan,et al.  A new hybrid meta-heuristic algorithm for optimal design of large-scale dome structures , 2018 .

[3]  Hao Xu,et al.  Simplified numerical method for latticed shells that considers member geometric imperfection and semi-rigid joints , 2016 .

[4]  Ali Kaveh,et al.  Optimum topology design of geometrically nonlinear suspended domes using ECBO , 2015 .

[5]  Boris A. Zárate,et al.  Effects of Cable Dynamics in the Modeling of Cable-Stayed Bridges Under Seismic Excitation , 2015 .

[6]  Gl Larose,et al.  Dynamic wind effects on suspension and cable-stayed bridges , 2015 .

[7]  W. Yoo,et al.  Unwinding motion of cable by taking into consideration effect of bending on cable , 2014 .

[8]  K. Spak,et al.  Parameters for Modeling Stranded Cables as Structural Beams , 2014 .

[9]  Xu Xie,et al.  Genetic Algorithm-based tension identification of hanger by solving inverse eigenvalue problem , 2014 .

[10]  Quan Gan,et al.  Estimation of Tension in Cables with Intermediate Elastic Supports Using Finite-Element Method , 2011 .

[11]  Fabio P. Figueiredo,et al.  The influence of bending and shear stiffness and rotational inertia in vibrations of cables: An analytical approach , 2011 .

[12]  Siamak Talatahari,et al.  Geometry and topology optimization of geodesic domes using charged system search , 2011 .

[13]  Fabien Treyssède,et al.  Vibration analysis of horizontal self-weighted beams and cables with bending stiffness subjected to thermal loads , 2010 .

[14]  Giuseppe Ricciardi,et al.  A continuous vibration analysis model for cables with sag and bending stiffness , 2008 .

[15]  Yi-Qing Ni,et al.  DYNAMIC ANALYSIS OF LARGE-DIAMETER SAGGED CABLES TAKING INTO ACCOUNT FLEXURAL RIGIDITY , 2002 .

[16]  Jga Croll,et al.  Bending boundary layers in tensioned cables and rods , 2000 .

[17]  P. Wolfe.  The effect of bending stiffness on inextensible cables , 1992 .

[18]  Arnaud Deraemaeker.  Dynamics of structures , 1990 .

[19]  Zhihua Chen,et al.  ANALYSIS OF DOOR-TYPE MODULAR STEEL SCAFFOLDS BASED ON A NOVEL NUMERICAL METHOD , 2016 .

[20]  Mohamed Soliman,et al.  Estimation of Cable Tension Force Independent of Complex Boundary Conditions , 2015 .

[21]  Chen Tai-con,et al.  STUDY ON THE DEVELOPMENT OF NEW-TYPE CABLE ELEMENTS FOR STATIC ANALYSIS OF CABLE STRUCTURES , 2014 .

[22]  Wang Lian-hua,et al.  A Catenary Cable Element for the Nonlinear Analysis of Cable Structures , 2007 .