Näytetään 1 - 7 yhteensä 7 tuloksesta haulle '"Forced-vibration testing."', hakuaika: 0,02s Tarkenna hakua
  1. 1

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

    Artikkeli

    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. Tekijä Proulx, Jean

    Artikkeli

    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. Tekijä Paultre, Patrick

    Artikkeli

    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. Tekijä Alves, S.W

    Artikkeli

    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. Tekijä Yu, Eunjong

    Artikkeli

    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. Tekijä Yu, Eunjong

    Artikkeli

    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... Tekijä Ko, Yung-Yen

    Artikkeli

    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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