RICERCA ITALIANA     

Programmi di ricerca simili:

• 1 - Tecniche innovative per il monitoraggio e la valutazione della integrità di strutture civili mediante metodi dinamici
• 2 - Comportamento dinamico di strutture in campo lineare e nonlineare: dalla modellazione alla sperimentazione
• 3 - FENOMENI AEROELASTICI ED ALTRE INTERAZIONI DINAMICHE IN PONTI E PASSERELLE NON CONVENZIONALI
• 4 - Modellazione e sperimentazione del comportamento dinamico di strutture flessibili
• 5 - Effetti del vento su strutture snelle: progettazione ottimale basata sulle prestazioni (Wi-POD)

Classificazione scientifico-disciplinare

• Area scientifico disciplinare: Ingegneria civile e Architettura
  • STRADE, FERROVIE ED AEROPORTI
  • GEOTECNICA
  • SCIENZA DELLE COSTRUZIONI
  • TECNICA DELLE COSTRUZIONI
  • RESTAURO

Classificazione brevettuale

• FIXED CONSTRUCTIONS
  • CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES (of tunnels E21D)
    • PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS (derailing or rerailing blocks on track, track brakes or retarders B61K)
• PHYSICS
  • MEASURING (counting G06M); TESTING
    • MEASUREMENT OF MECHANICAL VIBRATIONS OR ULTRASONIC, SONIC OR INFRASONIC WAVES (generation of mechanical vibrations without measurement B06B, G10K; measuring position, direction or velocity of an object G01C, G01S; measuring quasi-steady pressure of a fluid G01L7/00; determining unbalance G01M1/14; determining properties of material by sonic or ultrasonic waves transmitted therethrough G01N; systems using the reflection or reradiation of acoustic waves, e.g. acoustic imaging, G01S15/00; seismology, seismic prospecting, acoustic prospecting G01V1/00; acousto-optical devices per se G02F; obtaining records by techniques analogous to photography using ultrasonic, sonic or infrasonic waves G03B42/06; speech analysis or synthesis, speech recognition G10L; information storage based on relative movement between record carrier and transducer G11B; piezo-electric, electrostrictive or magnetostrictive elements in general H01L; manufacture of electromechanical resonators by processes which include measurement of frequency with consequential modification of the resonator H03H3/00, [N: H03H3/007, H03H9/00]) [C9809]
  • SIGNALLING (indicating or display devices per se G09F; transmission of pictures H04N) [C9504]
    • TRAFFIC CONTROL SYSTEMS (guiding railway traffic, ensuring the safety of railway traffic B61L; disposition of road signs or traffic signals E01F9/00; radar systems or analogous systems G01S13/00, G01S15/00, G01S17/00)

Classificazione geografica

• Regione: Umbria

Bibliografia

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[2] Fryba L. (1972). Vibration of solids and structures under moving loads. Noordhoff International Publishing, Groningen Netherlands.
[3] Crispino M., D’Apuzzo M., Lamberti R. (2003). Development and experimental validation of a prediction model to asses railway traffic induced vibrations. Euronoise. Napoli, Italy.
[4] UNI 9614 (1990). Misura delle vibrazioni negli edifici e criteri di valutazione del disturbo.
[5] ISO 2631/1 (1985). Evaluation of human exposure to whole-body vibration – Part 1: general requirements.
[6] ISO 2631/2 (1989). Evaluation of human exposure to whole body vibration – Part 2: continuous and shock-induced vibration in buildings (1 to 80 Hz).
[7] ISO 2631/3 (1985). Evaluation of human exposure to whole-body vibration – Part 3: evaluation of exposure to whole-body z-axis vertical vibration in the frequency range 0.1 to 0.63 Hz.
[8] DIN 4150 Part 1 (1975). Vibration in buildings: principles, predetermination and measurement of the amplitude of oscillation.
[9] DIN 4150 Part 2 (1975). Structural vibration in buildings – effects on people in buildings.
[10] UNI 9916 (1991). Criteri di misura e valutazioni degli effetti delle vibrazioni sugli edifici.
[11] ISO 4866 (1990). Mechanical vibration and shock – vibration of buildings – guidelines for the measurement of vibration and evaluation of their effects on buildings.
[12] DIN 4150 Part 3 (1986). Structural vibration in buildings: effects on structures.
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[32] Salawu O.S., Williams C. (1994). Damage location using vibration mode shapes, Proc. IMAC-1994, pp. 933-939.
[33] Farrar C. R., Doebling S.W. (1997). Lessons learned from application of vibration-based damage identification methods to a large bridge structure, Proc. Structural Health Monitoring Intl. Workshop, pp. 351-370.
[34] Maeck J., Abdel Wahab M., Peeters B., De Roeck G., De Visscher J., De Wilde W.P., Ndambi J.-M., Vantomme J. (2000). Damage identification in reinforced concrete structures by dynamic stiffness determination, Engineering Structures, 22, pp. 1339-1349.
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[36] Brincker R., Andersen P., Cantieni R. (2001). Identification and level I damage detection of the Z24 highway bridges, Experimental techniques, 25 (6).
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[39] Gentile C., Martinez Y Cabrera F. (2004), Dynamic performance of twin curved cable-stayed bridges, Earthquake Engineering & Structural Dynamics, 33, pp. 15-34.
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[41] Gentile C. (2001). Full-scale testing and system identification of a steel-trussed bridge, in Structural Engineering Mechanics and Computation (A. Zingoni Ed.), Vol. 1, 591-598, Elsevier.
[42] Capecchi D., De Angelis M., Sepe V. (2004). Modal model identification with unknown nonstationary base motion, Meccanica, 39 (1), pp. 31-45.
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Parole Chiave

VIBRAZIONI; DISTURBO ALLE PERSONE; PROPAGAZIONE DI VIBRAZIONI; VALUTAZIONE DEL DANNO; IDENTIFICAZIONE STRUTTURALE; MONITORAGGIO DI PONTI; INDAGINI DINAMICHE; EDIFICI STORICI