Generalized eigenvalue analysis of prestressed structures based on group theory

Author:

Chen Yao, ,Feng Jian

Publisher

Prestress Technology

Reference34 articles.

1. [1]Altmann, S. L., and Herzig. P. (1994). Point-group theory tables. Oxford: Clarendon Press.

2. [2]Ceulemans, A. and Fawler, P.W.(1991).“Extension of Euler’s theorem to symmetry properties of Ployhedra.”Nature, 353(5).52-54.

3. [3]Gerardo, C. and Levy, M. P. (June 7-9 1992).“Analysis of the Georgia Dome Cable Roof.” Proceedings of the Eighth Conference of Computing in Civil Engineering and Georgraphic Information Systems Symposium, ASCE. Dallas, TX.

4. [4]Guest, S.D. (2006).“The stiffness of prestressed frameworks: A unifying approach.” International Journal of Solids andStructures,43(3-4),842-854.

5. [5]Cunnar, T. (1999).“Numerical analyses of cable roof structures.” M.S. thesis, Royal Institute of Technology, Stockholm, Sweden.

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