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Loss of energy dissipation capacity from the deadzone in linear and nonlinear viscous damping devices 被引量:1

Loss of energy dissipation capacity from the deadzone in linear and nonlinear viscous damping devices
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摘要 In a viscous damping device under cyclic loading, after the piston reaches a peak stroke, the reserve movement that follows may sometimes experience a short period of delayed or significantly reduced device force output. A similar delay or reduced device force output may also occur at the damper's initial stroke as it moves away from its neutral position. This phenomenon is referred to as the effect of "deadzone". The deadzone can cause a loss of energy dissipation capacity and less efficient vibration control. It is prominent in small amplitude vibrations. Although there are many potential causes of deadzone such as environmental factors, construction, material aging, and manufacture quality, in this paper, its general effect in linear and nonlinear viscous damping devices is analyzed. Based on classical dynamics and damping theory, a simple model is developed to capture the effect ofdeadzone in terms of the loss of energy dissipation capacity. The model provides several methods to estimate the loss of energy dissipation within the deadzone in linear and sublinear viscous fluid dampers. An empirical equation of loss of energy dissipation capacity versus deadzone size is formulated, and the equivalent reduction of effective damping in SDOF systems has been obtained. A laboratory experimental evaluation is carried out to verify the effect of deadzone and its numerical approximation. Based on the analysis, a modification is suggested to the corresponding formulas in FEMA 3 5 6 for calculation of equivalent damping if a deadzone is to be considered. In a viscous damping device under cyclic loading, after the piston reaches a peak stroke, the reserve movement that follows may sometimes experience a short period of delayed or significantly reduced device force output. A similar delay or reduced device force output may also occur at the damper's initial stroke as it moves away from its neutral position. This phenomenon is referred to as the effect of "deadzone". The deadzone can cause a loss of energy dissipation capacity and less efficient vibration control. It is prominent in small amplitude vibrations. Although there are many potential causes of deadzone such as environmental factors, construction, material aging, and manufacture quality, in this paper, its general effect in linear and nonlinear viscous damping devices is analyzed. Based on classical dynamics and damping theory, a simple model is developed to capture the effect ofdeadzone in terms of the loss of energy dissipation capacity. The model provides several methods to estimate the loss of energy dissipation within the deadzone in linear and sublinear viscous fluid dampers. An empirical equation of loss of energy dissipation capacity versus deadzone size is formulated, and the equivalent reduction of effective damping in SDOF systems has been obtained. A laboratory experimental evaluation is carried out to verify the effect of deadzone and its numerical approximation. Based on the analysis, a modification is suggested to the corresponding formulas in FEMA 3 5 6 for calculation of equivalent damping if a deadzone is to be considered.
出处 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2007年第1期11-20,共10页 地震工程与工程振动(英文刊)
关键词 viscous damping device STROKE DEADZONE SUBLINEAR viscous fluid dampers viscous damping device stroke deadzone sublinear viscous fluid dampers
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  • 2郭安薪,徐幼麟,李惠.Dynamic performance of cable-stayed bridge tower with multi-stage pendulum mass damper under wind excitations——I:Theory[J].Earthquake Engineering and Engineering Vibration,2007,6(3):295-306. 被引量:4
  • 3宋刚,林家浩,赵岩,W. Paul Howson,Fred W Williams.Robust H_∞ control for aseismic structures with uncertainties in model parameters[J].Earthquake Engineering and Engineering Vibration,2007,6(4):409-416. 被引量:2
  • 4Zhang CW,and Ou JP."Control Structure Interaction of Electromagnetic Mass Damper System for Structural Vibration Control,"[].Journal of Energy Engineering ASCE.2008
  • 5Abdel-Rohman M,Leipholz HHE."Structural Control by Pole Assignment Method,"[].Journal of Engineering.1978
  • 6Battaini M,Yang G,and Spencer BF Jr."Bench-Scale Experiment for Structural Control,"[].Journal of Engineering Mechanics ASCE.2000
  • 7Dyke SJ,Spencer BF,Belknap AE,Ferrell KJ,Quast P,and Sain MK."Absolute Acceleration Feedback Control Strategies for the Active Mass Driver,"[].Proc First World Conference on Structural Control.1994
  • 8Dyke SJ,Spencer BF Jr,Quast P,Kaspari DC Jr,and Sain MK."Implementation of an Active Mass Driver Using Acceleration Feedback Control,"[].Microcomputers in Civil Engineering: Special Issue on Active and Hybrid Structural Control.1996
  • 9Guo AX,Xu YL,and Li H."Dynamic Performance of Cable-stayed Bridge Tower with Multi-stage Pendulum Mass Damper under Wind Excitations I: Theory,"[].Earthquake Engineering and Engineering Vibration.2007
  • 10Housner GW,Bergman LA,Caughey TK,Chassiakos AG,Claus RO,Masri SF,Skelton RE,Soong TT,Spencer BF,and Yao JTP."Structural Control: Past, Present, and Future,"[].J Engng Mech ASCE.1997

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