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Abstract

Preliminary design of a practical spherical cable dome with a diameter of 122m was carried out in China Construction (Shenzhen) Design International (CCDI) in 2006. Stiff roof (roof system with steel purlins and metallic skin) has been chosen for the project of a multifunctional gymnasium in preference to a flexible membrane (PTFE, ETFE). In the present paper the whole structural design procedure of this real cable dome is described: Load conditions, technical conditions required by performance based structural design, a novel force finding method-linear deduction method, optimal analysis of feasible initial internal force level, load analysis, nonlinear buckling analysis, cable breaking simulation, and construction animation. Technical details of joint design are also given out.

Keywords

Cable Dome Force Finding Linear Deduction Method Cable Breaking Simulation Joint Design Construction Animation Performance-Based Design

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References

Fuller

R.B.

Synergetics explorations in the geometry of thinking. London: Collier Macmillan Publishers, 1975.

Snelson

Correspondance avec R. Motro, 1990.

Fuller

R.B.

Marks

The dymaxion world of Bulkminster Fuller. Anchor Books Edition, 1973.

Pugh

An introduction to tensegrity. University of California Press Berkeley, 1976.

Hanaor

Preliminary investigation of double-layer tensegrities. International conference on the design and construction of nonconventional structures, London, 1987. Civil Comp Press.

Hanaor

Prestressed pin-jointed structures—flexibility analysis and prestress design. Comput & Struct, 1988, 28(6): 757–69.

Motro

Formes et forces dans les systémes constructifs. Cas des systémes Réticulés Spatiaux Autocontraints. Thése d'Etat. Montpellier. U.S.T.L. 1983.

Motro

Tensegrity systems for double layer space structures. International conference on the design and construction of nonconventional structures. London, 1987. Civil Comp Press.

Pellegrino

Calladine

C.R.

. Matrix analysis of statically and kinematically indeterminate frame-works. Int. J. Solids Struct., 22: 409–428, 1986.

10.

Pellegrino

Structural computations with the singular value decomposition of the equilibrium matrix. Int. J. Solids Structures, 30(21): 3025–3035, 1993.

11.

Hangai

Kawaguchi

Oda

Self-equilibrated stress system and structural behaviour of truss structures stabilized by cable tension. Int. J. Space Structures, 1992, 7(2):91–9.

12.

Geiger

D.H.

Stefaniuk

Chen

The design and construction of two cable domes for the Korean Olympics. Proc. Of the IASS Symposium on Shells, Membranes and Space Frames, vol.2, Osaka, Japan, 1986:265–272.

13.

Yuan

X.F.

Dong

S.L.

Integral feasible prestress of cable domes. Comp Struct 2003;81:2111–9.

14.

Yuan

X.F.

Dong

S.L.

Nonlinear analysis and optimum design of cable domes. Eng Struct 2004;24:965–77.

15.

Kawaguchi

Tatemich

Chen

P.S.

Optimum shapes of a cable dome structure. Eng Struct 1999; 21:719–25.

16.

Deng

Jiang

Q.F.

Kwan

A.S.K.

. Shape finding of incomplete cable-strut assemblies containing slack and prestressed elements. Comp Struct 2005, 83:1767–1779.

17.

SEAOC Vision 2000 Committee. Performance-based Seismic Engineering. Report prepared by Structural Engineering Association of California, Sacramento, California, USA, 1995.

18.

Bertero

Performance-based Seismic Engineering: A Critical Review of Proposed Guidelines. Seismic Design Methodologies for the Next Generation of Codes, Fajfar Krawinkler (eds), Balkema, 1997.

19.

Wen

. Reliability and performance-based design. Structural safety, 2001, 23:407–428.

20.

Chau

K.W.

Reliability and performance-based design by artificial neural network. Advances in Engineering Software, 2007, 38:145–149.

21.

Technical specification for latticed shells. Chinese specification JGJ61–2003, J258–2003. China Architectural Industry Press, Beijing, 2003.

Structural Design of a Spherical Cable Dome with Stiff Roof

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