Aerodynamic Stability of a Three-Tower Suspension Bridge during Erection via Aeroelastic Model Test

Article Preview

Abstract:

As a new long-span suspension bridge with double main spans and a typical closed streamline cross-section of single box deck, the flutter performance of the Maanshan Bridge during erection was investigated via a full bridge aeroelastic model test. Critical flutter wind speeds of 13 testing cases with different percentage of deck completion are much higher than the flutter checking wind speeds, and the bridge is hence proven to be stable enough during erection in aerodynamics. The case with the percentage of deck completion of 86.4% gets the lowest flutter critical wind speed, perhaps because frequency ratio gets the minimum value at this case.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1494-1499

Citation:

Online since:

September 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] X.J. Zhang. Study of structural parameters on the aerodynamic stability of three-tower suspension bridge. Wind and Structures, Vol. 13(2010), pp.471-485.

DOI: 10.12989/was.2010.13.5.471

Google Scholar

[2] F. Brancaleonl, D. M. Brotton. Analysis and prevention of suspension bridge flutter in construction. Earthquake engineering and structural dynamics, Vol. 9(1981), pp.489-500.

DOI: 10.1002/eqe.4290090507

Google Scholar

[3] A. Larsen. Prediction of aeroelastic stability of suspension bridges during erection. Journal of Wind Engineering and Industrial Aerodynamics, Vol. 72 (1997) , pp.265-274.

DOI: 10.1016/s0167-6105(97)00248-1

Google Scholar

[4] H. Tanaka, N.J. Gimsing. Aerodynamic stability of non-symmetrically erected suspension bridge girders. Journal of Wind Engineering and Industrial Aerodynamics, Vol. 80 (1999), pp.85-104.

DOI: 10.1016/s0167-6105(98)00197-4

Google Scholar

[5] Y.J. Ge, H. Tanaka. Aerodynamic stability of long-span suspension bridges under erection. Journal of Structural Engineering, Vol. 126 (2000), pp.1404-1412.

DOI: 10.1061/(asce)0733-9445(2000)126:12(1404)

Google Scholar

[6] D. Cobo del Arco, A. C. Aparicio. Improving the wind stability of suspension bridges during construction. Journal of Structural Engineering, Vol. 127, No. 8, August, 2001, pp.869-875.

DOI: 10.1061/(asce)0733-9445(2001)127:8(869)

Google Scholar

[7] X.J. Zhang. Investigation on aerodynamic stability of long-span suspension bridges under erection. Journal of Wind Engineering and Industrial Aerodynamics, Vol. 92 (2004), pp.1-8.

DOI: 10.1016/j.jweia.2003.08.005

Google Scholar

[8] W. M. Zhang, Y. J. Ge. Aerodynamic flutter analysis of a new suspension bridge with double main spans. Wind and Structures, Vol. 14 (2011), pp.187-208.

DOI: 10.12989/was.2011.14.3.187

Google Scholar

[9] H. F. Xiang, et al: Chinese guideline for wind-resistant design of highway bridges (China Communications Press, Beijing, China 1996). (in Chinese).

Google Scholar

[10] Y. J. Ge, et al. Analysis and wind tunnel study on wind-resistant performance of the Maanshan Bridge over Yangtze River—part I: wind tunnel test of sectional model, Research Report No. WT200802, State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China (2008).

DOI: 10.29252/jafm.11.01.27715

Google Scholar