Works matching IS 00988847 AND DT 2000 AND VI 29 AND IP 9
Results: 7
Modeling of an actively braced full-scale building considering control-structure interaction.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 9, p. 1325, doi. 10.1002/1096-9845(200009)29:9<1325::AID-EQE973>3.0.CO;2-E
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Design of dampers for structures based on optimal control theory.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 9, p. 1307, doi. 10.1002/1096-9845(200009)29:9<1307::AID-EQE972>3.0.CO;2-D
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Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 9, p. 1405, doi. 10.1002/1096-9845(200009)29:9<1405::AID-EQE976>3.0.CO;2-4
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Estimation of seismic drift demands for frame structures.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 9, p. 1287, doi. 10.1002/1096-9845(200009)29:9<1287::AID-EQE971>3.0.CO;2-B
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The application of Karhunen-Loéve, or principal component analysis method, to study the non-linear seismic response of structures.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 9, p. 1261, doi. 10.1002/1096-9845(200009)29:9<1261::AID-EQE964>3.0.CO;2-N
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On the dynamic response of regular structures exhibiting tilt.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 9, p. 1343, doi. 10.1002/1096-9845(200009)29:9<1343::AID-EQE935>3.0.CO;2-G
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Linear dynamic modeling of a uni-axial servo-hydraulic shaking table system.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 9, p. 1375, doi. 10.1002/1096-9845(200009)29:9<1375::AID-EQE975>3.0.CO;2-3
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