Aeolic and Seismic Structural Vibrations Mitigation on Long-Span Cable-Supported Bridges

Marco Domaneschi; Luca Martinelli; Chun Xia Shi

doi:10.4028/www.scientific.net/AMR.690-693.1168

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 690-693Aeolic and Seismic Structural Vibrations...

Aeolic and Seismic Structural Vibrations Mitigation on Long-Span Cable-Supported Bridges

Abstract:

Herein, two models of long-span bridges, namely a suspension and a cable-stayed one, are developed at the numerical level in a commercial finite elements code, starting from original data, and they are used to simulate the structural response under wind excitation and seismic excitation. The main goal of this study consists in the evaluation of a control strategy, designed and proven effective for the wind action, considering the suspension bridge, or for the seismic action, for the cable-stayed one, when the bridge structure is subjected to the seismic and the wind action respectively.

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Periodical:

Advanced Materials Research (Volumes 690-693)

Pages:

1168-1171

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.690-693.1168

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Online since:

May 2013

Authors:

Marco Domaneschi, Luca Martinelli, Chun Xia Shi

Keywords:

Control, Earthquake, Extreme, Fatigue, Long-Span Bridge, Passive, Semi-Active, Wind

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References

[1] M. Domaneschi, L. Martinelli: Optimal Passive and Semi-active Control of a Wind Excited Suspension Bridge. Structure and Infrastructure Engineering 9 (2013), pp.242-259.

DOI: 10.1080/15732479.2010.542467

Google Scholar

[2] M. Domaneschi: Feasible control solutions of the ASCE benchmark cable-stayed bridge. Structural control and health monitoring 17 (2010), pp.675-693.

DOI: 10.1002/stc.346

Google Scholar

[3] M. Domaneschi, M. Ismail, J. Rodellar, G. Carusone, L Martinelli: Characterization, modeling and assessment of Roll-N-Cage isolator using the cable-stayed bridge benchmark. Acta Mechanica (2012), pp.1-23. Article in Press

DOI: 10.1007/s00707-012-0771-4

Google Scholar

[4] M. Domaneschi: Simulation of Controlled Hysteresis by the Semi-active Bouc-Wen Model. Computers and Structures 106–107 (2012), p.245–257.

DOI: 10.1016/j.compstruc.2012.05.008

Google Scholar

[5] M. Domaneschi, L. Martinelli: Some remarks on the mitigation of long-span bridges structural vibrations induced by wind and earthquake. EACS 2012 - 5th European Conference on Structural Control (2012), Genoa, I.

Google Scholar

[6] M. Domaneschi, L. Martinelli: Performance Comparison of Passive Control Schemes for the Numerically Improved ASCE Cable-Stayed Bridge Model. Earthquakes and Structures 3 (2012), pp.181-201.

DOI: 10.12989/eas.2012.3.2.181

Google Scholar

[7] L. Martinelli, G. Barbella, A. Feriani: A numerical procedure for simulating the multi-support seismic response of submerged floating tunnels anchored by cables. Engineering Structures 33 (2011), pp.2850-2860.

DOI: 10.1016/j.engstruct.2011.06.009

Google Scholar

[8] L. Martinelli, G. Barbella, A. Feriani: Modeling of Qiandao lake submerged floating tunnel subject to multi-support seismic input. Procedia Engineering 4 (2010), pp.311-318.

DOI: 10.1016/j.proeng.2010.08.035

Google Scholar

[9] C. Shi, M. Domaneschi, L. Martinelli: Nonlinear Behaviors of Submerged Floating Tunnels under Seismic Excitation. Applied Mechanics and Materials 226-228 (2012), pp.1124-1127.

DOI: 10.4028/www.scientific.net/amm.226-228.1124

Google Scholar

[10] M. Domaneschi: Experimental and numerical study of standard impact tests on poly-propylene pipes with brittle behaviour. Journal of Engineering Manufacture, Proc. IMechE Part B 226 (2012), p.2035–2046.

DOI: 10.1177/0954405412461983

Google Scholar