Improved Rigid Cable Method for Pre-Stress Optimization in Suspend-Dome Structures

Article Preview

Abstract:

For considering the losses of pre-stress in suspend-dome structures, an improved rigid cable method was proposed. The main character of this method is the temperature stress is applied to corresponding element to compensate the loss of pre-stress. The relationship between temperature and pre-stress loss is deduced, which can give the definite num of temperature needed to add on the corresponding elements. An example and engineering application are discussed. Results show that the improved rigid cable method is effective and applicable.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

815-818

Citation:

Online since:

October 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] M. Zhang, S. Dong, Z. Zhang, Distribution of initial pre-stress and stability analysis of suspend-dome, Spatial Structures, Vols. 10 No. 2 (2004) 8-12.

Google Scholar

[2] X. Zhang, The research of overall stability and dynamical capability to the suspend-dome structure of the badminton arena for 2008 Olympic games, Beijing University of Technology, Beijing, (2008).

Google Scholar

[3] B. Wang, Cable-stayed Bridge Structure Development and China's Experience, Traffic Press, Beijing, (2004).

Google Scholar

[4] Z. Fu, Research on dynamic failure of suspend-dome structure, Zhejiang University, Hangzhou, (2008).

Google Scholar

[5] Y. B. Dai, G. X, Nie, D. Shi, Pre-stress optimization of chamfering triangle suspend-dome structure, Journal of Building Structures, Vols. 40 No. 5 (2010) 100-104.

Google Scholar