Member control efficiency and shape control capability of a loaded cable dome

Author:

Zhang Haiying,Lu Jinyu,Gong Pengfei,Li Na

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference42 articles.

1. Fuller RB. Tensile-integrity structures. US; 1962.

2. Geiger DH, Stefaniuk A, Chen D. The design and construction of two cable domes for the Korean Olympics. Proceedings of the IASS symposium on shells, membranes and space frames 1986;2:265-72.

3. Design details of an elliptical cable dome and a large span cable dome (210m) under construction in the United States;Geiger,1988

4. Levy MP. The Georgia Dome and beyond: Achieving lightweight-longspan structures. Proceedings of the IASS-ASCE international symposium on spatial, lattice and tension structures 1994:560-2.

5. Prestress design of cable domes with new forms;Yuan;Int J Solids Struct,2007

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