INITIAL PRESTRESS DISTRIBUTION AND NATURAL VIBRATION ANALYSIS OF TENSEGRITY STRUCTURES BASED ON GROUP THEORY
暂无分享,去创建一个
[1] Minger Wu,et al. Structural behaviors of an arch stiffened by cables , 2007 .
[2] Gunnar Tibert,et al. Numerical analyses of cable roof structures , 1999 .
[3] Simon D. Guest,et al. USING SYMMETRY FOR TENSEGRITY FORM-FINDING , 2006 .
[4] H. Murakami. Static and dynamic analyses of tensegrity structures. Part 1. Nonlinear equations of motion , 2001 .
[5] X. F. Yuan,et al. Integral feasible prestress of cable domes , 2003 .
[6] Jingyao Zhang,et al. Symmetric prismatic tensegrity structures. Part II: Symmetry-adapted formulations , 2009 .
[7] Alphose Zingoni,et al. A group-theoretic formulation for symmetric finite elements , 2005 .
[8] Jingyao Zhang,et al. Symmetric prismatic tensegrity structures: Part I. Configuration and stability , 2009 .
[9] Simon D. Guest,et al. The stiffness of prestressed frameworks: A unifying approach , 2006 .
[10] Heung-Fai Lam,et al. Factors affecting the design and construction of Lamella suspen-dome systems , 2005 .
[11] Alphose Zingoni,et al. On group-theoretic computation of natural frequencies for spring–mass dynamic systems with rectilinear motion , 2007 .
[12] S. Pellegrino. Structural computations with the singular value decomposition of the equilibrium matrix , 1993 .
[13] S. Pellegrino,et al. Matrix analysis of statically and kinematically indeterminate frameworks , 1986 .
[14] S. Pellegrino,et al. AN INTRODUCTION TO THE ANALYSIS OF SYMMETRIC STRUCTURES , 1999 .
[15] A. Kaveh,et al. Improved group-theoretical method for eigenvalue problems of special symmetric structures, using graph theory , 2010, Adv. Eng. Softw..