Dynamical Characteristics Research on Cable Dome

Lian Meng Chen; Shi Lin Dong

doi:10.4028/www.scientific.net/AMR.163-167.3882

Paper Titles

Analysis for Axial Vibration and Internal Forces of Totally and Partially Embedded Pile Groups with Flexible Caps
p.3860

Earthquake Impact Analyses on Slopes Using Finite Element and Limit Equilibrium Methods
p.3868

Analysis on Aseismic Performance of the Beijing Yintai Center
p.3872

Bridge Buffeting Analysis Based on POD and Aeroelastic Coupling Method
p.3878

Dynamical Characteristics Research on Cable Dome
p.3882

Wind Speed Profile and Gradient Height in Typhoons Observed by Vehicular Doppler Radar in South China
p.3887

The Isolation Effect Analysis of Base and Story Isolation System in Vertical Seismic Action
p.3893

In-Plane Cyclic Test on Framed Dry-Stack Masonry Panel
p.3899

Parallel Computing Traveling Wave Effect on the Seismic Response of 3D Valley Topography Site under Long-Period Seismic Excitation
p.3904

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Dynamical Characteristics Research on Cable Dome

Dynamical Characteristics Research on Cable Dome

Abstract:

The vibration frequency and vibration mode of a Geiger dome are studied first in this paper. Then the influence of the prestress and the externalload to the frequency and the way to change the vibration modes are discussed. At last, the response to the earthquake and the comparison of the aseismatic behavior between before and after adding the stability cables are studied. The results of the paper are believed to provide a meaning help in the preliminary design of cable domes.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

3882-3886

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.3882

Citation:

Cite this paper

Online since:

December 2010

Authors:

Lian Meng Chen, Shi Lin Dong

Keywords:

Aseismatic Behavior, Cable Dome, Vibration Frequency, Vibration Mode

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] R B Fuller. Tensile-integrity structures. U. S: Patent 3063521 (1962).

Google Scholar

[2] Geiger. Roof structure. U. S: Patent 4736553 (1988).

Google Scholar

[3] M P Levy. The Georgia dome and beyond achieving light weight-long span structures．Proc. IASS-ASCE. Int. Symp．Atlanta，USA: (1944), 560～562.

Google Scholar

[4] Yuan, X.F., Dong, S.L. Nonlinear analysis and optimum design of cable domes. Engineering Structures 24 (7), (2002), 965-977.

DOI: 10.1016/s0141-0296(02)00017-2

Google Scholar

[5] Yuan, X.F., Dong, S.L. Integral feasible prestress state of cable domes. Computers and Structures 81 (21), (2003), 2111-2119.

DOI: 10.1016/s0045-7949(03)00254-2

Google Scholar

[6] Yuan, X. F., Dong, S.L. Prestress design of cable domes with new forms. International Journal of Solids and Structures: 44 (2007), 2773-2782.

DOI: 10.1016/j.ijsolstr.2006.08.026

Google Scholar

[7] Pellegrino, S. Structural Computations with the Singular Value Decomposition of the Equilibrium Matrix. International Journal of Solids and Structures 30 (21), (1993), 3025-3035.

DOI: 10.1016/0020-7683(93)90210-x

Google Scholar