Study on the Dynamic Interaction between Steel Primary Structure and Cable Curtain Walls Secondary Structure under Wind Load

Dui Xian Gao; Yong Lei Fan; Xiao Ling Cui

doi:10.4028/www.scientific.net/AMR.446-449.3076

Paper Titles

Fuzzy Matter-Element Evaluation Method for Analysis of Debris Flow Risk Assessment
p.3058

Finite Element Analysis on Flexural Fatigue Behavior of RC Beams Strengthened with CFRP
p.3062

Torsional Vibration Control of High-Rise Building with Large Local Space by Using Tuned Mass Damper
p.3066

Analysis on Causes of Crack in Multiple-Arch Tunnel
p.3072

Study on the Dynamic Interaction between Steel Primary Structure and Cable Curtain Walls Secondary Structure under Wind Load
p.3076

Cost Estimation Method of Post-Earthquake Rehabilitation of Power System
p.3083

Research of City Bridge Passed through by Subway Construction in Health Monitoring and Safety Warning
p.3087

The Test Study of Shape Coefficient of Low-Rise Buildings Roof with Different Positions of Openings
p.3092

The Response Surface Method of Quadratic Polynomials for Reliability Analysis of Plate on Elastic Foundation
p.3096

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Study on the Dynamic Interaction between Steel...

Study on the Dynamic Interaction between Steel Primary Structure and Cable Curtain Walls Secondary Structure under Wind Load

Abstract:

Cable curtain walls as a new maintenance system is being used more and more in modern structures, it is particularly important to research the interaction between the framework and support for cable truss structure. Select a layer of glass curtain wall with cable truss support system in this paper compared with a separate framework with Wind load analysis of the time domain to study the interaction

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

3076-3079

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.3076

Citation:

Cite this paper

Online since:

January 2012

Authors:

Dui Xian Gao, Yong Lei Fan, Xiao Ling Cui

Keywords:

Cable-Truss Supporting System, Dynamic Wind Loading, Interaction, Nonlinear

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] D.X. Gao, J.Z. Zhang. Stress analysis of points supporting curtain wall in a guy cable system: Journal of Shanghai university of technology. Vol. 22 (2002), pp.369-371.

Google Scholar

[2] D.X. Gao, J.L.Su: Analysis on guy rod system of point- supporting glass curtain wall Journal of Xi'an university of architecture &techitechnology. Vol. 32 (2000), pp.389-392.

Google Scholar

[3] D.X. Gao ,L.Zheng Y.S. Tang: Analysis of Vibration Characteristic of Complex Form Cable-Truss Supporting System: Journal of Shanghai university of technology. Vol. 20 (2004), pp.370-373.

Google Scholar

[4] A.B Xi.: Study on dynamic analysis of point- supporting glass curtain wall [D].Shandong university (2005).

Google Scholar