RICERCA ITALIANA     

Programmi di ricerca simili:

• 1 - Tecniche e materiali innovativi per il rinforzo sismico di strutture esistenti
• 2 - Comportamento dinamico di strutture in campo lineare e nonlineare: dalla modellazione alla sperimentazione
• 3 - Tecniche diagnostiche e di intervento poco invasive e completamente reversibili per il consolidamento e il miglioramento sismico delle strutture lignee di edifici storici
• 4 - MONITORAGGIO DELL'INTEGRITA' STRUTTURALE DELLE COSTRUZIONI AEROSPAZIALI
• 5 - Modellazione e sperimentazione del comportamento dinamico di strutture flessibili
• 6 - FENOMENI AEROELASTICI ED ALTRE INTERAZIONI DINAMICHE IN PONTI E PASSERELLE NON CONVENZIONALI
• 7 - ADEGUAMENTO ANTISISMICO DEGLI EDIFICI MEDIANTE TECNICHE DI ISOLAMENTO E/O DI DISSIPAZIONE DI ENERGIA: PROGETTAZIONE, MODELLAZIONE, IDENTIFICAZIONE
• 8 - Modelli ed algoritmi numerici per l'analisi del degrado e della vulnerabilità di elementi strutturali di infrastrutture civili e industriali soggette ad azioni meccaniche e termochimiche.
• 9 - Tecniche innovative per il monitoraggio e la valutazione della integrità di strutture civili mediante metodi dinamici
• 10 - Effetti del vento su strutture snelle: progettazione ottimale basata sulle prestazioni (Wi-POD)

Classificazione scientifico-disciplinare

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

Classificazione brevettuale

• FIXED CONSTRUCTIONS
  • BUILDING (layered materials, layered products in general B32B)
    • GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS (border constructions of opening in walls, floors or ceilings E06B1/00; [N: electromagnetic shielding H05K9/00A])
    • STRUCTURAL ELEMENTS; BUILDING MATERIALS (for bridges E01D; specially designed for insulation or other protection E04B; elements used as building aids E04G; for mining E21; for tunnels E21D; structural elements with broader range of application than for building engineering F16, particularly F16S)

Classificazione geografica

• Regione: Trentino Alto Adige

Bibliografia

- American Institute of Steel Construction (2002), "Seismic provisions for structural steel buildings". AISC 341-02, Chicago, IL.
- Braconi A., Bursi O., Ferrario F., Salvatore W. (2003), "Seismic design of beam-to-column connections for steel-concrete composite moment resisting frames"., Proceedings of the 4th Int. Conf. STESSA 2003: Behaviour of Steel Structures in Seismic Areas. Naples, Italy, 253-260.
- Bouwkamp, J., Parung, H. and Plumier, A. (1998), "Bi-directional cyclic response study of a 3D composite frame". Proc. of the eleventh ECEE Conf., Paris.
- Brownjohn, J.M.W., Xia, P.Q., Hao, H., Xia, Y. (2001), "Civil structure condition assessment by FE model updating: methodology and case studies". Finite Elements in Analysis and Design, 37:pp. 761-775.
- Bursi, O. S., and Gramola, G. (1999), "Behaviour of headed shear connectors under low-cycle high amplitude displacements". Materials and Structures, RILEM, 32, 290-297.
- Bursi, O. S., and Gramola, G. (2000), "Behaviour of composite substructures with full and partial shear connection under quasi-static cyclic and pseudo-dynamic displacements". Materials and Structures, RILEM, 33, 154-163.
- Bursi, O.S. and Zandonini, R. (2000), "Non--linear analysis of full and partial shear connection composite substructures", Proc. of the Fourth Conference on Composite Construction in Steel and Concrete, May 28- June 2, Banff, Alberta.
- Bursi O.S., and Zandonini R. (2001), "Behaviour of Steel-Concrete Composite Substructures with Partial Shear Connection and Column Web Panel Yielding". Proc. of the Fifth Int. Conference on Steel and Composite Structure, June 14-16, Pusan, Korea.
- Bursi O. S., Ferrario F., Fontanari V. (2002), "Non-linear Analysis of the Low-cycle Fracture Behaviour of Isolated Tee Stub Connections". Computers & Structures, 80, 2333-2360.
- Bursi O.S, Molinari M., Nardini L., Salvatore W., Zonta D. (2004), "Vibration-based identification and assessment of a 3D moment resisting structure at different damage levels". Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, Canada, Paper no. 2812.
- CEN (2002), "EN 1993-1-1, Eurocode 3 - Design of steel structures - Part 1-1: General rules".
- CEN (2003a), "EN 1994-1-1, Eurocode 4 - Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings".
- CEN (2003b), "prEN 1998-1, Eurocode 8: Design of structures for earthquake resistance. Part 1: General rules, seismic actions and rules for buildings".
- Chance J., Tomlinson G.R., and Worden K. (1994), "A simplified approach to the numerical and experimental modelling of the dynamics of a cracked beam". In Proc. of the 12th International Modal Analysis Conference, pp. 778-785.
- Doebling S.W., Farrar C. R. and Prime M. B. (1998), "A summary review of vibration-based damage identification methods". The Shock and Vibration Digest, 30(2), 91-105.
- Doneux, C. and Parung, H. (1998), "A study on composite beam-column subassemblages". Proc. of the eleventh ECEE Conf., Paris.
- FEMA-350 (2000), "Recommended seismic design criteria for new steel moment frame buildings". Federal Emergency Management Agency, June.
- FEMA-403 (2002), "World Trade Center Building Performance Study: Data Collection, Preliminary Observations and Recommendations". Federal Emergency Management Agency.
- Gu X., Chen Z., Ansari F. (2000), "Embedded fiber optic crack sensor for reinforced concrete structures". ACI Structural Journal, 97(3), 468-476.
- ICONS Topic 4 Extended Group, A. (1998), "Draft of a section 6 to Eurocode 8, Part 1.3. Specific rules for steel concrete composite buildings". ICONS Project Report, University of Liege.
- Inaudi D., Vurpillot S., Casanova N. and Kronenberg P. (1998), "Structural monitoring by curvature analysis using interferometric fiber optic sensor". Smart Materials and Structures, 7, 199-208.
- ISO–834 (1992), "Part 1, Fire resistance tests – elements of building construction". International Organisation for Standardisation, Switzerland.
- Jung P., Stammen J. and Greifendorf D. (2001), "Future microelectronic hardware concepts for wireless communication beyond 3G". Proc. of the WWRF second meeting, Helsinki.
- Koh, C.G., See, L.M., Balendra, T. (1995), "Determination of storey stiffness of three-dimensional frame buildings". Engineering Structures, 17(3):pp. 179-186..
- Krawczuk M. (2002), "Application of spectral beam finite element with a crack and iterative search technique for damage detection". Finite Elements in Analysis and Design, 38:pp. 537–548.
- Lam, H.F., Ko, J.M., Wong, C.W. (1998), "Localization of damaged structural connections based on experimental modal and sensitivity analysis". Journal of Sound and Vibration, 210(1):pp. 91-115.
- Lawson R.M. (1990), "Enhancement of fire resistance of beams by beam to column connections". Technical Report, Publication 086, The Steel Construction Institute.
- Liu, J.G., Schmidt-Hattenberger, C. and Borm, G. (2002), "Dynamic strain measurement with a fibre Bragg grating sensor system". Meuserement, 32, 151-161.
- Masri S.F., Agbabian, M.S. Abdel-Ghaffar, A.M., Higazy, M., Claus, R.O. and de Vries M.J. (1994). Journal of Engineering Mechanics, 120(8), 1696-1717.
- Maeck J., Wahab M.A., Peeters N., 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.
- Manfredi, G., Fabbrocino, G. and Cosenza, E. (1999), "Modelling of steel-concrete composite beams under negative bending". J. of Engrg. Mech. ASCE, 125(6), 654-662.
- MIUR (Italian Ministry of University and Research)- Co-financed research Programme 2002. Advanced design and system performance control of steel-concrete composite frames in earthquake-prone areas.
- Molina, F.J., Pascual, R., Golinval, J.C. (2003), "Description of steelquake benchmark". Mechanical Systems and Signal Processing, 17(1):pp. 77-82.
- Ordinanza P.C.M. 20 marzo 2003, n. 3274, "Primi elementi in materia di criteri generali per la classificazione sismica del territorio nazionale e di normative tecniche per le costruzioni in zona sismica". Suppl. Ord. alla G.U. 8.5.2003, n. 105 (Testo coordinato con le rettifiche introdotte dall’Ord.3316).
- Pandey, A. K., Biswas, M., and Sammam, M. (1991). "Damage detection from changes in curvature mode shapes". J. of Sound & Vibration, 145(2), 321-332.
- Peeter B. (2000), "System Identification and Damage Detection in Civil Engineering". Thesis for the fulfilment of the PhD Degree, Katholieke Universiteit Leuven.
- Peeters B., De Roeck G. (2001), "One-year monitoring of the Z24-Bridge: environmental effects versus damage events". Earthquake Engineering and Structural Dynamics, 30, 149-171.
- Plumier, A. (2000), "European research and code developments on seismic design of composite steel concrete structures". Paper 1147 in Twelve World Conf. on Earthquake Eng., Auckland. Plumier, A. and Doneux, C. (1998), “Dynamic tests on the ductility of composite steel-concrete beams”, Proc. of the eleventh ECEE Conf., Paris.
- Schenk, H., Wolter, A. and Lakner, H., (2001), "Design optimization of an electrostatically driven Micro Scanning Mirror", In MOEMS and Miniaturized Systems II. Bellingham, Wash. SPIE, 35-44.
- Yao, G.C., Chang, K.C., and Lee, G.C. (1992), "Damage diagnosis of steel frames using vibrational signature analysis", J. Engrg. Mech., ASCE, 118(9), 1949-1961.
- Zandonini, R. and Bursi, O.S. (2000), "Cyclic behavior of headed stud shear connectors", Proc. of the Fourth Conference on Composite Construction in Steel and Concrete, Banff.
- Zonta, D., Elgamal, A., Fraser, M., Priestley, M.J.N. (2002), "A vibrational based methodotology for after-earthquake damage assessment of multistory frame-resistant buildings". Proceedings of 12th European Conference on Earthquake Engineering, London.

Parole Chiave

STRUTTURE COMPOSTE A TELAIO SISMORESISTENTI; PROVE IN SCALA REALE; TELAI CONTROVENTATI; COLLEGAMENTO TRAVE-COLONNA A PARZIALE RIPRISTINO; COLONNE CON SEZIONI PARZIALMENTE E COMPLETAMENTE RIVESTITE DI CLS; DISSIPATORI IN GOMMA E IN ACCIAIO; CONTROLLO DEL DANNO; FIBRE OTTICHE E SISTEMI MICROELETTRO-MECCANICI; CRITERI DI PROGETTAZIONE