A simplified strategy for force finding analysis of suspendomes
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[1] M. N. Kazi-Aoual,et al. Geometrical non-linear analysis of tensegrity systems , 1999 .
[2] Daisuke Saito,et al. Buckling behaviour of prestressed steel stayed columns with imperfections and stress limitation , 2009 .
[3] Xingfei Yuan,et al. Nonlinear analysis and optimum design of cable domes , 2002 .
[4] J. Y. Fu,et al. Prediction of wind loads on a large flat roof using fuzzy neural networks , 2006 .
[5] L. K. Tang,et al. Advanced plastic hinge analysis for the design of tubular space frames , 2000 .
[6] N. E. Shanmugam,et al. Limit-State Analysis and Design of Cable-Tensioned Structures , 2001 .
[7] Osamu Hosozawa,et al. The role of cables in large span spatial structures: introduction of recent space structures with cables in Japan , 1999 .
[8] Mamoru Kawaguchi,et al. Optimum shapes of a cable dome structure , 1999 .
[9] Weichen Xue,et al. Design optimization and experimental study on beam string structures , 2009 .
[10] Masao Saitoh,et al. The role of string in hybrid string structure , 1999 .
[11] Heung-Fai Lam,et al. Analysis and design of the general and outmost-ring stiffened suspen-dome structures , 2003 .
[12] J Y Richard Liew. Advanced Analysis of Pre-tensioned Bowstring Structures , 2006 .
[13] S. Pellegrino,et al. Matrix analysis of statically and kinematically indeterminate frameworks , 1986 .
[14] M. Corless,et al. Linear dynamics of tensegrity structures , 2002 .
[15] Daisuke Saito,et al. Post-buckling behaviour of prestressed steel stayed columns , 2008 .
[16] Minger Wu,et al. Analytical method of structural behaviours of a hybrid structure consisting of cables and rigid structures , 1999 .
[17] Klaus Linkwitz. About formfinding of double-curved structures , 1999 .
[18] René Motro,et al. Designing tensegrity systems: the case of a double layer grid , 2003 .
[19] Sigrid Adriaenssens,et al. Tensegrity Spline Beam and Grid Shell Structures , 2001 .
[20] Daisuke Saito,et al. Numerical studies of interactive buckling in prestressed steel stayed columns , 2009 .
[21] K. Kebiche,et al. Nonlinear elastoplastic analysis of tensegrity systems , 2000 .
[22] Minger Wu. Analytical method for the lateral buckling of the struts in beam string structures , 2008 .
[23] S. Timoshenko,et al. THEORY OF PLATES AND SHELLS , 1959 .
[24] Siu-Lai Chan,et al. Stability analysis and parametric study of pre-stressed stayed columns , 2002 .
[25] N. E. Shanmugam,et al. NONLINEAR ANALYSIS OF SELF-ERECTING FRAMEWORK BY CABLE-TENSIONING TECHNIQUE , 2000 .
[26] Liu Xuechun. Optimization and determination of prestressed suspend-dome system of the badminton gymnasium for 2008 Olympic Games , 2007 .
[27] Heung-Fai Lam,et al. Factors affecting the design and construction of Lamella suspen-dome systems , 2005 .
[28] Minger Wu,et al. Structural behaviors of an arch stiffened by cables , 2007 .
[29] N. J. Cook. Designers' Guide to EN 1991-1-4 Eurocode 1: Actions on structures, general actions part 1-4. Wind actions , 2007 .
[30] S. Pellegrino. Structural computations with the singular value decomposition of the equilibrium matrix , 1993 .
[31] Jean-François Dubé,et al. Comparison between experimental tests and numerical simulations carried out on a tensegrity minigrid , 2008 .
[32] Takeshi Hongo,et al. Model of wind pressure field on circular flat roofs and its application to load estimation , 2008 .
[33] S. Pellegrino,et al. First-order infinitesimal mechanisms , 1991 .
[34] A. Tibert,et al. Review of Form-Finding Methods for Tensegrity Structures , 2003 .
[35] J. G. S. da Silva,et al. Experimental and numerical assessment of stayed steel columns , 2008 .
[36] Feng Fu. Structural behavior and design methods of Tensegrity domes , 2005 .