RICERCA ITALIANA     

Programmi di ricerca simili:

• 1 - Comportamento dinamico di strutture in campo lineare e nonlineare: dalla modellazione alla sperimentazione
• 2 - Ricerca di base sulle vibrazioni indotte da fluidi su strutture flessibili
• 3 - Modellazione e sperimentazione del comportamento dinamico di strutture flessibili
• 4 - Effetti del vento su strutture snelle: progettazione ottimale basata sulle prestazioni (Wi-POD)
• 5 - Studio degli effetti termofluidodinamici e strutturali per la prevenzione dei rischi negli incendi in galleria Studio dei fenomeni termofluidodinamici e strutturali negli incendi in galleria, per la prevenzione dei rischi e la gestione delle emergenze
• 6 - Collegamenti strutturali, discontinuita' fisiche e interfacce materiali: analisi e sperimentazione.
• 7 - Problemi multi-scala con interazioni complesse nell’ingegneria strutturale
• 8 - Analisi e simulazione di modelli dinamici con aspettative eterogenee
• 9 - Problemi e modelli microstrutturali: applicazioni in ingegneria strutturale e civile
• 10 - Tecniche innovative per il monitoraggio e la valutazione della integrità di strutture civili mediante metodi dinamici

Classificazione scientifico-disciplinare

• Area scientifico disciplinare: Ingegneria civile e Architettura
  • SCIENZA DELLE COSTRUZIONI
  • TECNICA DELLE COSTRUZIONI

Classificazione brevettuale

• ELECTRICITY
  • BASIC ELECTRIC ELEMENTS
    • MAGNETS; INDUCTANCES; TRANSFORMERS; SELECTION OF MATERIALS FOR THEIR MAGNETIC PROPERTIES (ceramics based on ferrites C04B35/26; alloys C22C; [N: construction of loading coils H01B]; thermomagnetic devices H01L37/00; loudspeakers, microphones, gramophone pick-ups or like acoustic electromechanical transducers H04R)
• FIXED CONSTRUCTIONS
  • CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES (of tunnels E21D)
    • CONSTRUCTION OF BRIDGES [N: elevated roadways] OR VIADUCTS; ASSEMBLY OF BRIDGES (bridges extending between terminal buildings and aircraft for embarking or disembarking passengers B64F1/305; [N: tracks for special kinds of railways E01B25/00; culverts E01F5/00B])
• PHYSICS
  • MEASURING (counting G06M); TESTING
    • GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS (detecting or locating foreign bodies for diagnostic, surgical or person-identification purposes A61B; means for indicating the location of accidentally buried, e.g. snow-buried persons A63B29/02; investigating or analysing earth materials by determining their chemical or physical properties G01N; measuring electric or magnetic variables in general, other than direction or magnitude of the earth\'s field G01R; electronic or nuclear magnetic resonance arrangements G01R33/20; radar, sonar or analogous methods in general, detecting masses or objects involving these methods G01S)
    • MEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME (milk flow sensing devices in milking machines or devices A01J5/01; measuring or recording blood flow A61B5/02, A61B8/06; metering media to the human body A61M5/168; burettes or pipettes B01L3/02; arrangements of liquid volume meters or volume-flow meters in liquid-delivering apparatus, e.g. for retail sale purposes, B67D5/16; pumps, fluid motors, details common to measuring or metering devices and pumps or fluid motors F01 to F04; [N: sampling G01N1/00]; locating, determining distance or velocity using reflection or reradiation of radio waves, analogous arrangements using other waves G01S; systems for ratio control G05D11/00; [N: coin-freed apparatus for metering flow of liquid or gas G07F15/00]) [C9607]

Classificazione geografica

• Regione: Toscana

Bibliografia

COSTA, C., BORRI, C. (2006). Indicial functions in Bridge Deck Aeroelasticity. Journal of Wind Engineering and Industrial Aerodynamics, In Press.
SALVATORI, L., SPINELLI, P. (2006). Effects of structural nonlinearity and along-span wind coherence on suspension bridge aerodynamics: Some numerical simulation results. Journal of Wind Engineering and Industrial Aerodynamics, In Press.
BORRI C., SALVATORI L., ZAHLTEN W. (2006). Some recent developments in FE-modelling of cracking in concrete and quasi-brittle materials. JOURNAL OF THE MECHANICAL BEHAVIOR OF MATERIALS. ISSN: 0334-8938.
BORRI C., P. BIAGINI (2005). Structural response of large stadium roofs due to dynamic wind actions. DER STAHLBAU. vol. 3 pp. 197-2006 ISSN: 0038-9145
BETTI M., BORRI C. (2005). A variational approach for the numerical treatment of convex structural MDOF systems under stochastic loading. XVII AIMETA Congress. Florence.
BORRI C., COSTA C., SALVATORI L. (2005). Reliability of indicial functions in bridge deck aeroelasticity. IX ICOSSAR. Rome.
SALVATORI L., BORRI C. (2005). Toward a reliable usage of indicial functions in the practice of bridge design: numerical issues and implementation details. XVII AIMETA Congress. Florence.
BORRI C., VAN BEECK, J. (2005). JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS. Di BORRI C.; VAN BEECK; J. in printing.: Elsevier
P. BIAGINI, BORRI C. (2005). Structural response of large stadium roofs due to dynamic wind actions. Wettkampf der Arenen. 17-18 March LTU Arena - Dusseldorf.
H. KATSUCHI, N. P. JONES, R. H. SCANLAN, H. AKIYAMA, "Multi-mode flutter and buffeting analysis of the Akashi-Kaikyo bridge", 8th U.S. National Conference on Wind Engineering, The Johns Hopkins University, Baltimore, MD, 5-7 June 1997
D'ASDIA P., NOE' S., VISKOVIC A, (1998). "Distacco di vortici da una ciminiera in vento turbolento: studi analitici e sperimentali", Proc. 5th Italian Conference on Wind Engineering IN-VENTO-98, Perugia, September 1998 (in Italian).
D'ASDIA P., SEPE V., CARACOGLIA L., NOE' S., "A model for vortex-shedding induced oscillations of long-span bridges ", Proceedings of ISEC-02 - 2nd Int. Struct. Eng. and Construction Conf. settembre 2003. (vol. 3, pp. 2029-2035). ISBN/ISSN: 90-5809-630-0. Roma, 2003
SEPE V., D'ASDIA P., ‘Influence of low-frequency wind speed fluctuations on the aeroelastic stability of suspension bridges’, Journal of Wind Engineering and Industrial Aerodynamics, vol. 91, 2003, pp. 1285-1297, ISSN: 0167-6105
D'ASDIA P, NOÈ S, SEPE V., ‘Theoretical and numerical evaluation of the turbulence effects on the aeroelastic stability of long span bridges’. 11th World Conference on Wind Engineering. June 2003. (vol. 1, pp. 1415-1422). (Bridges A05.2) - Texas Tech University, Lubbock, Texas 79409 (USA.
D'ASDIA P., SEPE V., CAVALLARI L. (2005). Rilevanza delle azioni eoliche sulla progettazione di abitazioni di emergenza. 8° Convegno Nazionale di Ingegneria del Vento IN-VENTO-2004, giugno 2004, Reggio di Calabria. giugno 2004.
R.I. BASU, (1983), Across-Wind Response of Slender Structures of Circular Cross Section to Atmospheric Turbulence, Vol. 1, Research Report BLWT-2-1983, University of Western Ontario, Faculty of Engineering Science, London, Ontario, Canada
Bachmann H., Ammann W. (1987). Vibrations in structures induced by man and machine, IABSE Structural Engineering Documents 3E
mechanism that drives the self-excited lateral response of footbridges. Proc. Footbridge 2002, Paris
Brownjohn J.M.W., Pavic A., Omenzetter P. (2004). A spectral density approach for modelling continuous vertical forces on pedestrian structures due to walking, Can. J. Civ. Eng., Vol.31
Dallard P., Fitzpatrick T., Flint A., Le Bourva S., Low A., Ridsill Smith R., Willford M. (2001). The London Millennium Footbridge, The Structural Engineer, Vol. 79
Dallard P., Fitzpatrick T., Flint A., Low A., Ridsill Smith R., Willford M., Roche M. (2001). London Millennium Bridge: pedestrian-induced lateral vibration, J. Bridge Eng., Vol. 6
Ebrahimpour A., Haman A., Sack R. L., Patten W. N. (1996). Measuring and modeling dynamic crowd loads imposed by moving crowds, J. Struct. Eng., Vol. 122
Eriksson P., Ohlsson S.V. (1988). Dynamic footfall loading from groups of walking people, Proc. Symp./Workshop on Serviciability of Buildings, National Research Council of Canada, Ottawa
Fujino Y., Pacheco B.M., Nakamura S., Warnitchai P. (1993). Sinchronization of Human Walking Observed During Lateral Vibration of a Congested Pedestrian Bridge, Earthq. Eng. Struct. Dyn., Vol. 22
McRobie A., Morgenthal G., (2002). Risk Management for Pedestrain-Induced Dynamics of Footbridges, Proc. Of Footbridge 2002, Paris
Pizzimenti A.D., Ricciardelli F. (2005). Experimental evaluation of the dynamic lateral loading of footbridges by walking pedestrians. Eurodyn 2005, Parigi
Ricciardelli F. (2005). Lateral loading of footbridges by walkers. Footbridge 2005 – 2nd Int. Conf., Venezia
S. Zivanovic, A. Pavic, and P. Reynolds. Vibration serviceability of footbridges under human-induced excitation: a literature review. J. of Sound and Vibration, 279:1–74, 2005.
Y. Fujino, B. M. Pacheco, S. Nakamura, and P. Warnitchai. Synchronization of human walking observed during lateral vibration of a congested pedestrian bridge. Earthquake Engineering and Structural Dynamics, 22:741–758, 1993.
P. Dallard, T. Fitzpatrick, A. Flint, S. Le Bourva, A. Low, R. M. Ridsdill, and M. Willford. The London Millennium Footbridge. The Structural Engineer, 79(22):17–33, 2001.
Katsuchi H. Jones N. P., Scanlan R. H. Multimode Coupled Flutter and Buffeting Analysis of the Akashi-Kaikyo Bridge, J. Struct. Engrg., Volume 125, Issue 1, pp. 60-70 (January 1999).
Katsuchi, H., Jones, N. P., Scanlan, R. H., and Akiyama, H. (1998). "A study of mode coupling in flutter and buffeting of the Akashi-Kaikyo Bridge." J. Struct. Mech. and Earthquake Engrg., JSCE, 15(2), 598/I-44.
Larsen, A. and Jacobsen, A. S. (1992). Aerodynamic design of the Great Belt East Bridge. In Larsen, A., editor, Aerodynamics of Large Bridges, Balkema, Rotterdam, Netherlands, pp. 269–283.
Dallard P., Fitzpatrick A.J., Flint A., Le Bourva S., Low A., Ridsdill-Smith R.M., Willford M., The London Millennium Footbridge, Structural Engineer 79 (22) (2001) 17–33.
Dallard P., Fitzpatrick A.J., Flint A., A. Low, R. Ridsdill-Smith, Willford M., Roche M., London Millennium Bridge: pedestrian-induced lateral vibration, Journal of Bridge Engineering 6 (6) (2001) 412–417.
Footbridges 2005 - Proceedings: Second International Conference, 5-8 December 2005 – Venice Workshop
Borri C, Majowiecki M., Spinelli P. Wind response of a large tensile structure - the new roof of the Olympic Stadium in Rome. Journal of Wind Engineering And Industrial Aerodynamics 1992. 42(1-3), 1435-1446.
Lazzari M., Majowiecki M., Saetta A., Vitaliani R. “Comportamento non lineare per geometria dello Stadio Olimpico di Montreal” Proc. of the 7th National Congress of Wind Engineering, Milano - September, 19-22 2002.
Lazzari M., Saetta A., Vitaliani R. “Non-linear dynamics analysis of cable-suspend structures subjected to wind actions”, Journal of Computers and Structures, Vol. 79, No. 9, pp. 953-969, March 2001.
Majowiecki M. (1998). Snow and wind experimental analysis in the design of long-span sub-horizontal structures. Journal of Wind Engineering And Industrial Aerodynamics. 1998, 74(6) 795-807.
Majowiecki M. “Tensostrutture: progetto e verifica”, (2nd. Edition) 1995. MILANO: CREA.
Morbiato T., Lazzari M., Saetta A., -Syncronization model of human-structure interaction in light-weight footbridges, Proceedings of Footbridge 2005 - Second International Conference, December 2005 – Venice.
Cosentino N., Majowiecki M., “Rain-wind induced vibration of stay cables”, Rapporto Tecnico per il Progetto di Ricerca: Dominare il rischio eolico ed assicurare il funzionamento di impianti ed infrastrutture. Coordinatore C. Borri. – Firenze 2003.

Parole Chiave

INTERAZIONE FUIDO-STRUTTURA, AEROELASTICA, PONTI, PASSERELLE PEDONALI