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Francesco Ricciardelli ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Rizzo, Fabio / Ricciardelli, Francesco / Pistol, Aleksander / Klaput, Renata / Flaga, Łukasz: Influence of the wind tunnel model characteristics on the loading and response of cable-net hyperbolic paraboloid roofs. In: Structure and Infrastructure Engineering.

    https://doi.org/10.1080/15732479.2023.2209088

  2. Picozzi, Vincenzo / Malasomma, Antonio / Avossa, Alberto Maria / Ricciardelli, Francesco (2022): The Relationship between Wind Pressure and Pressure Coefficients for the Definition of Wind Loads on Buildings. In: Buildings, v. 12, n. 2 (18 January 2022).

    https://doi.org/10.3390/buildings12020225

  3. Avossa, Alberto Maria / Picozzi, Vincenzo / Ricciardelli, Francesco (2021): Load-Carrying Capacity of Compressed Wall-Like RC Columns Strengthened with FRP. In: Buildings, v. 11, n. 7 (30 June 2021).

    https://doi.org/10.3390/buildings11070285

  4. Ricciardelli, Francesco / Pirozzi, Stefano / Mandara, Alberto / Avossa, Alberto Maria (2019): Accuracy of mean wind climate predicted from historical data through wind LIDAR measurements. In: Engineering Structures, v. 201 (December 2019).

    https://doi.org/10.1016/j.engstruct.2019.109771

  5. de Grenet, Enrico T. / Ricciardelli, Francesco (2004): Analysis of the wind loading of square cylinders using covariance proper transformation. In: Wind & Structures, v. 7, n. 2 (April 2004).

    https://doi.org/10.12989/was.2004.7.2.071

  6. Ricciardelli, Francesco / Hangan, Horia (2001): Pressure distribution and aerodynamic forces on stationary box bridge sections. In: Wind & Structures, v. 4, n. 5 (October 2001).

    https://doi.org/10.12989/was.2001.4.5.399

  7. Ricciardelli, Francesco (1999): A linear model for structures with Tuned Mass Dampers. In: Wind & Structures, v. 2, n. 3 (September 1999).

    https://doi.org/10.12989/was.1999.2.3.151

  8. Ricciardelli, Francesco / Vickery, Barry J. (1998): The aerodynamic characteristics of twin column, high rise bridge towers. In: Wind & Structures, v. 1, n. 3 (September 1998).

    https://doi.org/10.12989/was.1998.1.3.225

  9. Avossa, Alberto Maria / Demartino, Cristoforo / Ricciardelli, Francesco (2017): Assessment of the Peak Response of a 5MW HAWT Under Combined Wind and Seismic Induced Loads. In: The Open Construction and Building Technology Journal, v. 11, n. 1 (December 2017).

    https://doi.org/10.2174/1874836801711010441

  10. Mattei, Massimiliano / Ricciardelli, Francesco (2002): Mathematical Model for Design of Mass Dampers for Wind Excited Structures. In: Journal of Engineering Mechanics (ASCE), v. 128, n. 9 (September 2002).

    https://doi.org/10.1061/(asce)0733-9399(2002)128:9(979)

  11. Bruno, Luca / Salvetti, Maria Vittoria / Ricciardelli, Francesco (2014): Benchmark on the Aerodynamics of a Rectangular 5:1 Cylinder: An overview after the first four years of activity. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 126 (March 2014).

    https://doi.org/10.1016/j.jweia.2014.01.005

  12. Rizzo, Fabio / D'Asdia, Piero / Ricciardelli, Francesco / Bartoli, Gianni (2012): Characterisation of pressure coefficients on hyperbolic paraboloid roofs. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 102 (March 2012).

    https://doi.org/10.1016/j.jweia.2012.01.003

  13. Bartoli, Gianni / Ricciardelli, Francesco (2010): Characterisation of pressure fluctuations on the leeward and side faces of rectangular buildings and accuracy of the quasi-steady loads. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 98, n. 10-11 (October 2010).

    https://doi.org/10.1016/j.jweia.2010.04.001

  14. Ricciardelli, Francesco (2010): Effects of the vibration regime on the spanwise correlation of the aerodynamic forces on a 5:1 rectangular cylinder. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 98, n. 4-5 (April 2010).

    https://doi.org/10.1016/j.jweia.2009.10.017

  15. Ricciardelli, Francesco / Polimeno, Santo (2006): Some characteristics of the wind flow in the lower Urban Boundary Layer. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 94, n. 11 (November 2006).

    https://doi.org/10.1016/j.jweia.2006.06.003

  16. Palmeri, Alessandro / Ricciardelli, Francesco (2006): Fatigue analyses of buildings with viscoelastic dampers. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 94, n. 5 (May 2006).

    https://doi.org/10.1016/j.jweia.2006.01.005

  17. Ricciardelli, Francesco (2003): On the wind loading mechanism of long-span bridge deck box sections. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 91, n. 12-15 (December 2003).

    https://doi.org/10.1016/j.jweia.2003.09.011

  18. Ricciardelli, Francesco / de Grenet, Enrico T. / Hangan, Horia (2002): Pressure distribution, aerodynamic forces and dynamic response of box bridge sections. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 90, n. 10 (October 2002).

    https://doi.org/10.1016/s0167-6105(02)00227-1

  19. Ricciardelli, Francesco (2001): On the amount of tuned mass to be added for the reduction of the shedding-induced response of chimneys. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 89, n. 14-15 (December 2001).

    https://doi.org/10.1016/s0167-6105(01)00156-8

  20. Ricciardelli, Francesco / Occhiuzzi, Antonio / Clemente, Paolo (2000): Semi-active Tuned Mass Damper control strategy for wind-excited structures. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 88, n. 1 (November 2000).

    https://doi.org/10.1016/s0167-6105(00)00024-6

  21. Ricciardelli, Francesco (1996): Prediction of the response of suspension and cable-stayed bridge towers to wind loading. In: Journal of Wind Engineering and Industrial Aerodynamics, v. 64, n. 2-3 (November 1996).

    https://doi.org/10.1016/s0167-6105(96)00088-8

  22. Ricciardelli, Francesco / Pizzimenti, A. David / Mattei, Massimiliano (2003): Passive and active mass damper control of the response of tall buildings to wind gustiness. In: Engineering Structures, v. 25, n. 9 (July 2003).

    https://doi.org/10.1016/s0141-0296(03)00068-3

  23. Raithel, Aldo / Ricciardelli, Francesco (2000): Influence of the coupling of two box decks. In: Engineering Structures, v. 22, n. 5 (May 2000).

    https://doi.org/10.1016/s0141-0296(98)00121-7

  24. Rizzo, Fabio / Ricciardelli, Francesco (2017): Design pressure coefficients for circular and elliptical plan structures with hyperbolic paraboloid roof. In: Engineering Structures, v. 139 (May 2017).

    https://doi.org/10.1016/j.engstruct.2017.02.035

  25. Ricciardelli, Francesco / Mafrici, Michele / Ingólfsson, Einar Thór (2014): Lateral Pedestrian-Induced Vibrations of Footbridges: Characteristics of Walking Forces. In: Journal of Bridge Engineering (ASCE), v. 19, n. 9 (September 2014).

    https://doi.org/10.1061/(asce)be.1943-5592.0000597

  26. Ricciardelli, Francesco / Pizzimenti, A. David (2007): Lateral Walking-Induced Forces on Footbridges. In: Journal of Bridge Engineering (ASCE), v. 12, n. 6 (November 2007).

    https://doi.org/10.1061/(asce)1084-0702(2007)12:6(677)

  27. Occhiuzzi, Antonio / Spizzuoco, Mariacristina / Ricciardelli, Francesco (2008): Loading models and response control of footbridges excited by running pedestrians. In: Structural Control and Health Monitoring, v. 15, n. 3 (April 2008).

    https://doi.org/10.1002/stc.248

  28. Avossa, Alberto Maria / Demartino, Cristoforo / Ricciardelli, Francesco (2017): The Design procedures for footbridges subjected to walking loads: comparison and remarks. In: The Baltic Journal of Road and Bridge Engineering, v. 12, n. 2 (June 2017).

    https://doi.org/10.3846/bjrbe.2017.12

  29. Ricciardelli, Francesco (2005): Lateral Loading of Footbridges by walkers. Presented at: Footbridge 2005 (Second International Congress), Venezia, 06-08 December 2005.
  30. Ricciardelli, Francesco / Mafrici, Michele / Ingólfsson, Einar T. (2011): Motion-Dependent Lateral Walking Forces on Footbridges. Presented at: 4th International Conference Footbridge 2011, Wroclaw, Poland, 6-8 July 2011.
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