Works matching IS 00988847 AND DT 2001 AND VI 30 AND IP 11
Results: 11
Active variable stiffness system with non-resonant control.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 11, p. 1597, doi. 10.1002/eqe.83
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- Article
Vibration control characteristics of a hybrid mass damper system installed in tall buildings.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 11, p. 1677, doi. 10.1002/eqe.87
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- Article
Active mass driver system as the first application of active structural control.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 11, p. 1575, doi. 10.1002/eqe.82
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- Article
Response control performance of a hybrid mass damper applied to a tall building.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 11, p. 1655, doi. 10.1002/eqe.86
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- Article
Introduction.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 11, p. 1561, doi. 10.1002/eqe.79
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- Article
Preface to 'Practical applications of active and semi-active structural control systems to actual civil engineering structures'.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 11, p. 1563, doi. 10.1002/eqe.80
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- Article
Overview of the application of active/semiactive control to building structures in Japan.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 11, p. 1565, doi. 10.1002/eqe.81
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- Article
A hybrid mass damper system controlled by H.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 11, p. 1639, doi. 10.1002/eqe.85
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- Article
Hybrid mass dampers using two types of electric servomotors: AC servomotors and linear-induction servomotors.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 11, p. 1719, doi. 10.1002/eqe.89
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- Article
Performance of hybrid mass damper system applied to a 36-storey high-rise building.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 11, p. 1615, doi. 10.1002/eqe.84
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- Article
Practical applications of active mass dampers with hydraulic actuator.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 11, p. 1697, doi. 10.1002/eqe.88
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- Article