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Design and Verification of High Attenuation Vibration Isolation Damper in Remote Sensing Satellite Transport 被引量:1
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作者 Hao Fu Wei Zhang +1 位作者 Junliang Liu Shangjie Pan 《Journal of Harbin Institute of Technology(New Series)》 CAS 2021年第6期63-71,共9页
To solve the safe horizontal transportation by rail&road of remote sensing satellite problem in the process of unpredictable dynamic load,a high attenuation vibration isolation damper(hereinafter referred to as vi... To solve the safe horizontal transportation by rail&road of remote sensing satellite problem in the process of unpredictable dynamic load,a high attenuation vibration isolation damper(hereinafter referred to as vibration isolation damper)was developed.By simulation analysis and transportation test using satellite structural model and engineering prototype,validity and reliability of the vibration isolation damper was verified,which can meet the requirements of vibration and shock from various transportation conditions. 展开更多
关键词 satellite structural model high attenuation vibration isolation damper dynamic analysis
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Dynamic Analysis for Structures Isolated with Dampers 被引量:1
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作者 Gu Peiying and Gao Ming M. Sc, Engineer, Material and Structure Department, Nanjing Hydraulic Research Institute, Nanjing 210024 Professor, Material and Structure Department, Nanjing Hydraulic Research Institute, Nanjing 210024 《China Ocean Engineering》 SCIE EI 1996年第3期269-280,共12页
In this paper, mathematical models and dynamic analyses for both SDOF and MDOF structures isolated with dampers are established and performed, and a comprehensive computation method is provided. The shock absorbing ef... In this paper, mathematical models and dynamic analyses for both SDOF and MDOF structures isolated with dampers are established and performed, and a comprehensive computation method is provided. The shock absorbing effect is illustrated through an example of a two DOF damper-isolated system excited by sinusoidal waves and actual ground acceleration input recorded in earthquakes. It is shown that most of the responses of the structure with dampers reduce greatly near the resonant zone, but acceleration is enlarged in the lower or higher frequency zone; among various parameters, the influence of frictional coefficient n is the most significant, that of damping ratio of the dampers , is the second, and that of stiffness coefficient of the dampers k, is the slightest. 展开更多
关键词 shock absorbing structure isolated with dampers shock absorbing effect dynamic analysis parametric analysis
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