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29篇 您的检索式:作者名="F Ricciardelli"
    题名 作者 年代 出处 被引量
1Semi-active tuned mass damper control strategy for wind-excited structures显示文摘 Occhiuzzi A Clemente P 2000Journal of Wind Engineering and Industrial Aerodynamics2000,88,1:1
2State Space Formulation for Linear Viscoelastic Dynamic Systems with Memory 显示文摘PALMERI A RICCIARDELLI F DE LUCA A 2003Journal of Engineering Mechanics2003,129,7:1
3State Space Formulation for Linear Viscoelastic Dynamic Systems with Memory 显示文摘PALMERI A RICCIARDELLI F DE LUCA A 2003Journal of Engineering Mechanics2003,129,7:1
4Semi-active tuned mass damper control strategy for wind- excited structures 显示文摘RICCIARDELLI F OCCHIUZZI A CLEMENTE P 2000Journal of Wind Engineering and Industrial Aerodynamics2000,88,1:1
5State space formulation for linear viscoelastic dynamic systems with memory显示文摘Palmed A Ricciardelli F 2003Journal of Engineering Mechanics2003,129,7:1
6Pressure distribution,aerodynamic forces and dynamic response of box bridge sections显示文摘Ricciardelli F Hangan H 2001Wind and Structures2001,4,5:1
7Passive and active mass damper control of the response of tall buildings to wind gustiness显示文摘Ricciardelli F Pizzimenti A D Mattei M 2003Engineering Structures2003,25,9:1
8State Space Formulation for Linear Fiscoelastic Dynamic Systems with Memory显示文摘Palmeri A Ricciardelli F 2003Journal of Engineering Mechanics2003,129,7:1
9Spectral proper transformation of wind pressure fluctuations : application to a square cylinder and a bridge deck 显示文摘De Grenet E T Ricciardelli F 2004Journal of Wind Engineering and Industrial Aerodynamics2004,92,1415:1
10Analysis of the wind loading of a birge deck box section using proper orthogonal decomposition 显示文摘Ricciardelli F Grenet E T Solari G 2002International Journal of Fluid Mechanics Research2002,29,34:1
11Pressure distribution and aerodynamic forces on stationary box bridge sections 显示文摘Ricciardelli F Hangan H 2001Wind and Structures2001,4,5:1
12Aerodynamic stability of ice-accreted bridge cables显示文摘C Demartino F Ricciardelli 2015Journal of Fluids and Structures2015,52,:1
13Loading models and response control of footbridges excited by running pedestrians显示文摘Occhiuzzi A Spizzuoc M Ricciardelli F 2008Structural Control & Health Monitoring2008,15,3:1
14Effects of viscoelastic memoryon the buffeting response of tall buildings显示文摘Palmeri A Ricciardelli F 2004Wind andStructures2004,7,:1
15Experimental identification of pedestrian-induced lateral forces on footbridges 显示文摘Ingolfsson E T Georgakis C T Ricciardelli F 2011Journal of Sound and Vibration2011,330,6:1
16Analysis of the wind loading of a bridge deck box section using proper orthogonal decomposition显示文摘Ricciardelli F De Grenet E T Solari G 2002International Journal of Fluid Mechanics Research2002,29,34:1
17Passive and active mass damper control of the response of tall buildings to wind gustiness 显示文摘RICCIARDELLI F PIZZ1MENTI A D MATTEI M 2003J Engng Struct2003,25,:1
18Physical and statistical approaches for cloud identification using meteosat second generation-spinning enhanced visible and infrared imager data 显示文摘RICCIARDELLI E ROMANO F CUOMO V 2008Remote Sensing of Environment2008,112,6:1
19Pressure distribution,aerodynamic forces and dynamic response of box bridge sections显示文摘Ricciardelli F Hangan H 2001Wind and Structures2001,4,5:1
20Passive and active mass damper control of the response of tall buildings to wind gustiness显示文摘Ricciardelli F Pizzimenti A D Mattei M 2003Engineering Structures2003,25,9:1
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