A unique feasible mode of prestress design for cable domes

Author:

Tran Hoang Chi,Park Hyo Seon,Lee Jaehong

Publisher

Elsevier BV

Subject

Applied Mathematics,Computer Graphics and Computer-Aided Design,General Engineering,Analysis

Reference31 articles.

1. D.H. Geiger, A. Stefaniuk, D. Chen, The design and construction of two cable domes for the Korean Olympics, in: Proceedings of the IASS International Symposium on Shell and Spatial Structures, 1986, pp. 265–272.

2. Formulation and application of multi-node sliding cable element for the analysis of suspen-dome structures;Chen;Finite Elem. Anal. Des.,2010

3. A class of tensegrity domes;Pellegrino;Int. J. Space Struct.,1992

4. Prestressed pin-jointed structures-flexibility analysis and prestress design;Hanaor;Comput. Struct.,1988

5. Nonlinear analysis and optimum design of cable domes;Yuan;Eng. Struct.,2002

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