Optimal passive and semi-active control of a wind excited suspension bridge

Structure and Infrastructure Engineering

Volumn 9, Issue 3, 2013, Pages 242-259

  Domaneschi, Marco ^a   Martinelli, Luca ^a  

^a POLITECNICO DI MILANO   (Italy)

Author keywords

optimisation; reliability; structural control; suspension bridges; wind loads

Indexed keywords

3D TURBULENT; EXTREME EVENTS; FINITE ELEMENT CODES; NON-HOMOGENEOUS; OPTIMISATIONS; SEMIACTIVE CONTROL; SKY-HOOK; STRONG WINDS; STRUCTURAL CONTROL; STRUCTURAL RESPONSE; WIND LOAD; WIND LOADING;

FINITE ELEMENT METHOD; OPTIMIZATION; RELIABILITY; STRUCTURAL DYNAMICS;

SUSPENSION BRIDGES;

EID: 84870778365     PISSN: 15732479     EISSN: 17448980     Source Type: Journal    
DOI: 10.1080/15732479.2010.542467     Document Type: Article

References (26)

1. Allemang, R. J. 2003. "The modal assurance criterion-twenty years of use and abuse". In Sound and Vibration [online] Available from: www.sandv.com [Accessed 12 September 2010]
2. Ansys Academic Research, v. 11.0. Canonsburg, PA, United States: Ansys Inc. Available from: http://www.ansys.com [Accessed 12 December 2010]
3. Casciati, F. and Domaneschi, M. 2007. Semi-active electro-inductive devices: characterization and modelling. Journal of Vibration and Control, 13: 815-838.
4. Casciati, F. and Faravelli, L. 1991. Fragility analysis of complex structural systems, Taunton, Somerset, England: Research studies Press Ltd.
5. Casciati, F., Magonette, G. and Marazzi, F. 2006. Technology of semi-active devices and applications in vibration mitigation, London, UK: J. Wiley and Sons, Ltd.
6. CEN-European Committee for Standardization, Eurocode 1, EN 1991-1-4, 2005 Rue de Stassart, 36. B-1050 Brussels
7. CNR-Consiglio Nazionale delle Ricerche, 2008. CNR-DT 207/2008, Instructions for the wind effects and actions evaluations on buildings (in Italian). Avalilable at http://www.cnr.it/sitocnr/IlCNR/Attivita/NormazioneeCertificazione/DT207_2008.html [Accessed 12 September 2010]
8. Domaneschi, M. 2010. Feasible control of the ASCE benchmark cable-stayed bridge. Structural Control and Health Monitoring, 17: 675-693.
9. Domaneschi, M., Martinelli, L. and Romano, M. A strategy for modelling external user element in ANSYS: the Bouc-Wen and the Skyhook case. Proceedings of 34th IABSE Symposium. September22-242010. Venice, Italy IABSE Secretariat, Zurich, Switzerland. Tel +41-44-633 2647. Available from: http://www.iabse.org [Accessed 12 September 2010]
10. ESDU-Engineering Sciences Data Unit. 1988. "Lattice structures Part 1: mean fluid forces on single and multiple plane frames". In Wind Engineering Sub-Series, Data Item 81027, IHS ESDU, 133 Houndsditch, London EC3A 7BX UK Available from: http://www.esdu.com [Accessed 12 September 2010]
11. Erlicher, S. and Point, N. 2004. Thermodynamic admissibility of Bouc-Wen type hysteresis models. C. R. Mecanique, 332: 51-57.
12. Garcia, D. L. and Soong, T. T. 2002. Efficiency of a simple approach to damper allocation in MDOF structures. Journal of Structural Control, 9: 19-30.
13. Gu, M. 1999. Fatigue life estimation of steel girder of Yangpu cable-stayed Bridge due to buffeting. Journal of Wind Engineering and Industrial Aerodynamics, 80: 383-400.
14. Hao, H., Oliveira, C. S. and Penzien, J. 1989. Multiple-station ground motion processing and simulation based on SMART-1 array data. Nuclear Engineering and Design, 111: 293-310.
15. Hosomi, M., Kobayashi, H. and Nitta, Y. 1997. Fatigue strength design for vortex-induced oscillation and buffeting of a bridge. Journal of Wind Engineering and Industrial Aerodynamics, 67-68: 227-237.
16. Kitamoto, A. 2010. Digital typhoon: typhoon images and information, Japan: National Institute of Informatics (NII). [online] Available from: http://www.digital-typhoon. org [Accessed 12 September 2010]
17. Low, T. S. and Guo, W. 1995. Modeling of a three-layer piezoelectric bimorph beam with hysteresis. Journal of Microelectromechanical Systems, 4: 230-237.
18. Martinelli, L. and Perotti, F. 2001. Numerical analysis of the non-linear dynamic behavior of suspended cables under turbulent wind excitation. International Journal of Structural Stability and Dynamics, 1: 207-233.
19. Martinelli, L. and Pomar, A. Analysis of cableway non-linear oscillations induced by wind forces. Proceedings of the 6th Asian-Pacific Conference on Wind Engineering (APCWE-VI), Seoul (Korea), 12-14 September 2005. [CD-ROM]. Edited by: Choi, C. K., Kim, Y. D. and Kwak, H. G. Daejeon, Korea: Techno-Press.
20. Pareto, V. 1927. Manuel d'économie politique, Paris: Giard.
21. Pourzeynali, S. and Datta, T. K. 2005. Reliability analysis of suspension bridges against fatigue failure from the gusting of wind. Journal of Bridge Engineering, 10: 262-271.
22. Sato, H. 2003. Wind-resistant design manual for highway bridges in Japan. Journal of Wind Engineering and Industrial Aerodynamics, 91: 1499-1509.
23. Solari, G. and Piccardo, G. 2001. Probabilistic 3-D turbulence modeling for gust buffeting of structures. Probabilistic Engineering Mechanics, 16: 73-86.
24. Spencer, B. F. Jr. 1997. Phenomenological model for magnetorheological dampers. Journal of Engineering Mechanics, 123: 230-238.
25. Wen, Y. K. 1976. Method for random vibration of hysteretic systems. Journal of the Engineering Mechanics Division, 102: 249-263.
26. Zhang, R. H. and Soong, T. T. 1992. Seismic design of viscoelastic dampers for structural application. Journal of Structural Engineering, 118: 1375-1392.