Pretension design method for cable-beam structure
Author:
Affiliation:
1. School of Technology and Engineering, Xi' an FANYI University
2. School of Electro-Mechanical Engineering, Xidian University
Publisher
Japan Society of Mechanical Engineers
Subject
Industrial and Manufacturing Engineering,Mechanical Engineering
Link
https://www.jstage.jst.go.jp/article/jamdsm/10/1/10_2016jamdsm0014/_pdf
Reference13 articles.
1. Ahmadi-Kashani, K., and Bell, A. J., The analysis of cables subject to uniformly distributed loads, Engineering Structures, Vol.10, No.3 (1988), pp.174-184.
2. Argyris, J. H., Angelopoulos T. and Bichat B., A general method for the shape finding of lightweight tension structures, Computer Methods in Applied Mechanics and Engineering, Vol.3, No.1 (1974), pp.135-149.
3. Barnes, M. R., Form finding and analysis of tension structures by dynamic relaxation, International Journal of Space Structures, Vol.14, No.2 (1999), pp.89-104.
4. Bathe, K. J., Finite element procedures(1996), New Jersey: Prentice-Hall.
5. Karoumi, R., Some modeling aspects in the nonlinear finite element analysis of cable supported bridges, Computers and Structures, Vol.71 (1999), pp.397-412.
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