Negative Gaussian Curvature Cable Dome and Its Feasible Prestress Design

AbstractThis paper proposes a negative Gaussian curvature cable dome and examines its feasibility. First, the paper studies its configuration and demonstrates that it satisfies the original definition of the cable dome in geometric concept. Second, the paper studies the feasible prestress of this new form of cable dome and provides a Newton iteration method and a simple displacement superposition to update prestress and geometry, respectively. Next, the paper builds an illustrative numerical model and determines its feasible prestress after changing its geometry using the proposed method. Last, its static advantage is compared with the corresponding Geiger dome and cable net structure, and its modal properties are analyzed. The results indicate that this new form is feasible not only in geometric concept but also in mechanical concept, and the method proposed in the paper is efficient and accurate for the design of feasible prestress for this new form. The negative Gaussian curvature cable dome has better...

[1]  Stanislav Kmet,et al.  Time-dependent analysis of cable domes using a modified dynamic relaxation method and creep theory , 2013 .

[2]  R. Fuller,et al.  Synergetics: Explorations in the Geometry of Thinking , 1975 .

[3]  Xingfei Yuan,et al.  Nonlinear analysis and optimum design of cable domes , 2002 .

[4]  J. Regbielak Special Forms Of Structural Systems ProposedFor Cable Domes , 2000 .

[5]  Matthys P. Levy The Georgia Dome and Beyond: Achieving Lightweight - Longspan Structures , 1994 .

[6]  M. Mojdis,et al.  Adaptive Cable Dome , 2015 .

[7]  X. F. Yuan,et al.  Integral feasible prestress of cable domes , 2003 .

[8]  Gunnar Tibert,et al.  Deployable Tensegrity Structures for Space Applications , 2002 .

[9]  S. Pellegrino,et al.  Matrix analysis of statically and kinematically indeterminate frameworks , 1986 .

[10]  Xingfei Yuan,et al.  Prestress design of cable domes with new forms , 2007 .

[11]  Kenneth Snelson,et al.  The Art of Tensegrity , 2012 .

[12]  S. Pellegrino Structural computations with the singular value decomposition of the equilibrium matrix , 1993 .

[13]  Stanislav Kmet,et al.  Time-dependent analysis of cable nets using a modified nonlinear force-density method and creep theory , 2015 .

[14]  Valentín Gómez Jáuregui,et al.  Tensegrity structures and their application to architecture , 2010 .

[15]  Feng Fu Structural behavior and design methods of Tensegrity domes , 2005 .

[16]  Ariel Hanaor,et al.  Prestressed pin-jointed structures—Flexibility analysis and prestress design , 1988 .

[17]  Hiroshi Furuya,et al.  Concept of Deployable Tensegrity Structures in Space Application , 1992 .

[18]  S. Pellegrino,et al.  First-order infinitesimal mechanisms , 1991 .

[19]  Baojun Zhao,et al.  A New Tensegrity Module — “Torus” , 2008 .

[20]  S. Pellegrino,et al.  A Class of Tensegrity Domes , 1992 .