Bridge Buffeting Analysis Based on POD and Aeroelastic Coupling Method

Zhe Liu; Yong Kun Luo

doi:10.4028/www.scientific.net/AMR.163-167.3878

Paper Titles

Lateral Force Demand of Essential Equipments in Hospital Buildings for Earthquakes
p.3855

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

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 163-167Bridge Buffeting Analysis Based on POD and...

Bridge Buffeting Analysis Based on POD and Aeroelastic Coupling Method

Abstract:

The bridge buffeting response is a type of response varying with the time, space and frequency, in this paper, the bridge buffeting response analysis method based on Proper Orthogonal Decomposition (POD) and aeroelastic coupling is proposed, which can consider the contribution of effective turbulence on the bridge buffeting response. To test the proposed technique, a cable-stayed bridge is used to compare current analysis with the results using the traditional buffeting simulation method.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 163-167)

Pages:

3878-3881

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.163-167.3878

Citation:

Cite this paper

Online since:

December 2010

Authors:

Zhe Liu, Yong Kun Luo

Keywords:

Aeroelastic Coupling, Buffeting, POD

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Simiu. E, Scanlan.R. H: Wind effect on structures (John Wiley & Sons, New York 1986).

Google Scholar

[2] Davenport.A. G: J. Struct. Engrg, ASCE, Vol. 88-3 (1962), p.233.

Google Scholar

[3] Scanlan.R. H: J. Sound Vib, Vol. 60-2 (1978), p.187.

Google Scholar

[4] Scanlan.R. H: J. Sound Vib, Vol. 60-2 (1978), p.201.

Google Scholar

[5] A. Jain, N.P. Jones and R.H. Scanlan: J. Struct. Engrg, ASCE, Vol. 122 (1996), p.716.

Google Scholar

[6] A. Jain, N.P. Jones and R.H. Scanlan: J. Wind. Eng. Ind. Aerodyn, Vol. 60 (1996), p.69.

Google Scholar

[7] Matsumoto. M, Chen. X: Journal of Structural Engineering, JSCE, Vol. 40A (1994), p.1025.

Google Scholar

[8] Chen. Xin. Zhong, Matsumoto. Masaru, and Kareem. A: J. Engrg. Mech., ASCE, Vol. 126-1 (2000), p.17.

Google Scholar

[9] Chen. Xin. Zhong, Kareem. A: J. Engrg. Mech., ASCE, Vol. 127-11(2001), p.1124.

Google Scholar

[10] Chen. Xin. Zhong, Kareem. A and Matsumoto. M: J. Wind. Eng. Ind. Aerodyn, Vol. 89 (2001), p.649.

Google Scholar

[11] Chen. Xin. Zhong, Kareem. Ahsan: J. Wind. Eng. Ind. Aerodyn, Vol. 89 (2001), p.1335.

Google Scholar

[12] Chen. Xin. Zhong, Kareem. Ahsan: J. Engrg. Mech., ASCE, Vol. 128-11 (2002), p.1193.

Google Scholar

[13] Chen. Xin. Zhong, Kareem. Ahsan: Probab. Engrg. Mech, Vol. 17 (2002), p.201.

Google Scholar

[14] Chen. Xin. Zhong, Kareem. Ahsan: J. Engrg. Mech., ASCE, Vol. 129-8 (2003), p.885.

Google Scholar

[15] Solari. G, Carassale. L and Piccardo. G: J. Engrg. Mech, ASCE, Vol. 127-5 (2001), p.432.

Google Scholar

[16] Tubino. Federica, Solari. G: J. Engrg. Struc, Vol. 29-8 (2007), p.1698.

Google Scholar