Works matching IS 00988847 AND DT 2001 AND VI 30 AND IP 2
Results: 8
Feedback-feedforward control of offshore platforms under random waves.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 2, p. 213, doi. 10.1002/1096-9845(200102)30:2<213::AID-EQE5>3.0.CO;2-4
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Response spectrum of incompatible acceleration, velocity and displacement histories.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 2, p. 279, doi. 10.1002/1096-9845(200102)30:2<279::AID-EQE11>3.0.CO;2-Q
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Active viscous damping system for control of MDOF structures.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 2, p. 195, doi. 10.1002/1096-9845(200102)30:2<195::AID-EQE4>3.0.CO;2-X
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Detection of soil liquefaction from strong motion records.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 2, p. 173, doi. 10.1002/1096-9845(200102)30:2<173::AID-EQE3>3.0.CO;2-7
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Dynamics of elastic-plastic shear frames with secondary structures: shake table and numerical studies.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 2, p. 257, doi. 10.1002/1096-9845(200102)30:2<257::AID-EQE7>3.0.CO;2-J
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Optimal design of a base isolated system for a high-rise steel structure.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 2, p. 287, doi. 10.1002/1096-9845(200102)30:2<287::AID-EQE13>3.0.CO;2-J
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Modal control of seismic structures using augmented state matrix.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 2, p. 237, doi. 10.1002/1096-9845(200102)30:2<237::AID-EQE6>3.0.CO;2-O
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One-year monitoring of the Z24-Bridge: environmental effects versus damage events.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 2, p. 149, doi. 10.1002/1096-9845(200102)30:2<149::AID-EQE1>3.0.CO;2-Z
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- Article