Mostrar 1 - 7 resultats de 7 per cerca '"Forced-vibration testing."', hora de la petició: 0.02sec Refinar resultats
  1. 1

    Forced vibration test of a building with semi-active damper system. per Kurata, Narito

    Article

    Forced vibration test of a building with semi-active damper system.
  2. 2

    An experimental investigation of water level effects on the dynamic behaviour of a large arch dam. per Proulx, Jean

    Article

    An experimental investigation of water level effects on the dynamic behaviour of a large arch dam.
  3. 3

    An experimental evaluation of ice cover effects on the dynamic behaviour of a concrete gravity dam. per Paultre, Patrick

    Article

    An experimental evaluation of ice cover effects on the dynamic behaviour of a concrete gravity dam.
  4. 4

    System identification of a concrete arch dam and calibration of its finite element model. per Alves, S.W

    Article

    System identification of a concrete arch dam and calibration of its finite element model.
  5. 5

    Parameter identification of framed structures using an improved finite element model-updating method Part I formulation and verification. per Yu, Eunjong

    Article

    Parameter identification of framed structures using an improved finite element model-updating method Part I formulation and verification.
  6. 6

    Parameter identification of framed structures using an improved finite element model-updating method Part II application to experimental data. per Yu, Eunjong

    Article

    Parameter identification of framed structures using an improved finite element model-updating method Part II application to experimental data.
  7. 7

    Soil structure interaction effects observed in the in situ forced vibration and pushover tests of school buildings in Taiwan and their modeling considering the foundation flexibili... per Ko, Yung-Yen

    Article

    Soil structure interaction effects observed in the in situ forced vibration and pushover tests of school buildings in Taiwan and their modeling considering the foundation flexibility.

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