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  • Automatic Modal Analysis. Reality or Myth?
    , and its ability to distinguish spurious from physical poles. Nevertheless, in the pursuit of automation, discrimination methods to distinguish physical from mathematical poles, in particular in the case of high-order and/or highly damped structures are unavoidable, resulting in highly operator-dependant
  • What Is Resonance?
    in a structure is small, the resonant frequencies are approximately equal to the natural frequencies of the structure, which are the frequencies of free vibrations of the molecules of the material itself. Furthermore, an individual resonance is the condition when a natural frequency of a structure or material
  • Selecting Accelerometers for and Assessing Data from Mechanical Shock Measurements
    accelerometer to have a high. 1. natural frequency (. /2. n = (k/m) ), and, as a byproduct, a broad. frequency response, its flexure must be mechanically stiff (high k). Stiff flexures cannot be readily damped; therefore, shock. accelerometers typically possess only internal damping of the. material from
  • Digital Control of Fluidic Processes (.pdf)
    of each system for. a "ball-park" estimate can be made. optimal response. This will decrease. for the natural frequency. oscillations in the system and increase the. n, the. resolution of the system control. damped frequency of oscillation d,. and the damping ratio , of the. Benefit 1. system
  • The History of the Accelerometer (.pdf)
    and. early 1930's price of $420!. natural frequencies as high as 4,500 cps.". Additional insight into the early uses of accelerometers can be. The problem with all of the metal strain gage accelerometers. acquired from F. G. Tatnall's book Tatnall on Testing printed by. was that they provided full
  • Force Balance Sensor Technology
    balance. sensor contribute to this type of sensor having a rela vely high natural frequency. A strain gage sensor does not require. excessive internal displacements but does suffer from instability due to effects of temperature, creep and aging. Unlike other. low frequency accelerometers which
  • The Rate Integrating Gyroscope (RIG), Part 1
    is given in mV per degree, also known as the RIG transfer. function (T.F.). Lastly, the Rate gyro is a second order system, which must be described by a natural frequency and a damping ratio. The. RIG is a single order system, which may be described simply by its time constant (its characteristic time
  • An Integrated Approach to the Dynamic Testing of Aerospace Structures
    errors detected. If the FE model needs to be modified, the appropriate zones for this modification are determined using sensitivity calculation toward natural frequencies, total mass, proportional or physical parameters. Modal updating solver and Sensitivity calculations can be independent of the FE code

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