Design of a TMD solution to mitigate wind-induced local vibrations in an existing timber footbridge |
Bortoluzzi, Daniele
(Department of Civil Engineering and Architecture, University of Pavia)
Casciati, Sara (Department of Civil Engineering and Architecture, University of Catania at Siracusa) Elia, Lorenzo (Department of Civil Engineering and Architecture, University of Pavia) Faravelli, Lucia (Department of Civil Engineering and Architecture, University of Pavia) |
1 | Bortoluzzi, D., Casciati, F., Casciati, S. and Faravelli, L. (2013b), "Comparison of accelerometric response records on a timber footbridge", Proceeding of the 2nd International Conference on Timber Bridges 2013-ICTB2013, Las Vegas, Nevada USA, September 30 -October 2. |
2 | Casado, C.M., Diaz, I.M., de Sebastian J., Poncela, A.V. and Lorenzana, A. (2013), "Implementation of passive and active vibration control on an in-service footbridge", Struct. Control Health Monit., 20(1), 70-87. DOI ScienceOn |
3 | Casciati, F. and Giuliano, F. (2009), "Performance of Multi-TMD in the towers of suspension bridges", J. Vib.Control, 15(6), 821-847. DOI |
4 | Casciati, F., Magonette, G. and Marazzi, F. (2007), Technology of Semiactive Devices and Applications in Vibration Mitigation, John Wiley & Sons, Chichester, UK. |
5 | Casciati, S. and Domaneschi, M. (2007), "Random imperfection fields to model the size effect in laboratory wood specimens", Struct. Saf., 29(4), 308-321. DOI |
6 | Casciati, S., Faravelli, L. and Bortoluzzi, D. (2013), "Pedestrian timber bridges: experimental investigation and modeling", Proceeding of the 10th International Conference on Damage Assessment of Structures DAMAS2013, Dublin, Ireland, July 8-10. |
7 | Casciati, S., Faravelli, L. and Bortoluzzi, D. (2013), "Human induced vibrations in a pedestrian timber bridge", Proceeding of the 4th International Conference on Computational Methods in Structural Dynamics & Earthquake Engineering -COMPDYN2013, Kos, Greece, June 12-14. |
8 | Chen, Z., Casciati, S. and Faravelli, L. (2015), "In-situ validation of a wireless data acquisition system by monitoring a pedestrian bridge", Adv. Struct. Eng., 18(1), 97-106. DOI |
9 | Deodatis, G. (1996), "Simulation of ergodic multivariate stochastic processes", J. Eng. Mech. -ASCE, 122 (8), 778-787. DOI |
10 | Diaz, I.M., Pereira, E., Hudson, M.J., Reynolds, P. (2012), "Enhancing active vibration control of pedestrian structures using inertial actuators with local feedback control", Eng. Struct., 41, 157-166. DOI |
11 | Giordano, G., Ceccotti, A. and Uzielli L. (1999), Tecnica delle Costruzioni in Legno [in Italian], Hoepli, Milano, Italy. |
12 | Moutinho, C., Cunha, A. and Caetano, E. (2011), "Analysis and control of vibration in a stress-ribbon footbridge", Struct. Control Health Monit., 18(6), 619-634. DOI |
13 | MatLab -www.mathworks.com |
14 | MSC -http://www.mscsoftware.com |
15 | NTC (2008), Norme tecniche per le costruzioni (in Italian) -D.M. 14 Gennaio 2008, Italy. |
16 | Occhiuzzi, A., Spizzuoco, M. and Ricciardelli, F. (2008), "Loading models and response control of footbridges excited by running pedestrians", Struct. Control Health Monit., 15(3), 349-368. DOI |
17 | Rana, R. and Soong, T.T. (1998), "Parametric study and simplified design of tuned mass dampers", Eng. Struct., 20(3), 193-204. DOI |
18 | Reynders, E., Degrauwe, D., De Roeck, G., Magalhaes, F. and Caetano, E. (2010), "Combined experimental-operational modal testing of footbridges", J. Eng. Mech . -ASCE, 136(6), 687-696. DOI |
19 | Setra Technical guide (2006), Assessment of vibrational behavior of footbridges under pedestrian loading, Association Francaise de Genie Civil, Paris, France. |
20 | Shinozuka, M. and Jan, C.M. (1972), "Digital simulation of random processes and its applications", J. Sound Vib., 25(1), 111-128. DOI |
21 | Solari G. et al. (2006), "Monte Carlo simulation of wind velocity fields on complex structures", J. Wind Eng. Ind. Aerod., 94(5), 323-339. DOI |
22 | Solari, G. and Piccardo, G. (2001), "Probabilistic 3-D turbulence modeling for gust buffeting of structures", Probabilist. Eng. Mech., 16(1), 73-86. DOI |
23 | Soong, T.T., Dargush, G.F. (2007), Passive Energy Dissipation Systems in Structural Engineering, John Wiley & Sons, Chichester, UK. |
24 | Thelandersson, S. and Larsen J. H. (2003) Timber Engineering, John Wiley & Sons, Chichester, UK. |
25 | Ubertini, F. et al. (2010), "Computer simulation of stochastic wind velocity fields for structural response analysis: comparisons and applications", Hindawi Publishing Corporation Advances in Civil Engineering, Article ID 749578. |
26 | Bortoluzzi, D., Casciati, F., Casciati, S., Chen, Z. and Faravelli, L. (2013a), "Reporting the results of two experimental campaigns on a pedestrian timber bridge", Proceeding of the 9th International Workshop on Structural Health Monitoring 2013 -IWSHM2013, Stanford, California USA, September 10-12. |
27 | Abe, M. and Fujino, Y. (1994), "Dynamic characterization of multiple tuned mass dampers and some design formulas", Earthq. Eng. Struct. D., 23(8), 813-835. DOI |
28 | Abe, M. and Igusa, T. (1995), "Tuned mass dampers with closely spaced natural frequencies", Earthq. Eng. Struct. D., 24, 247-261. DOI |
29 | Bandivadekar, T.P. and Jangid, R.S. (2012), "Mass distribution of multiple tuned mass dampers for vibration control of Structures", Int.J. Civil Struct. Eng., 3(1), 70-84. |