Works matching IS 00988847 AND DT 1999 AND VI 28 AND IP 3
Results: 6
Inelastic response of one-storey asymmetric-plan systems subjected to bi-directional earthquake motions.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 3, p. 273, doi. 10.1002/(SICI)1096-9845(199903)28:3<273::AID-EQE816>3.0.CO;2-D
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Application of wavelets to analysis and simulation of earthquake motions.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 3, p. 255, doi. 10.1002/(SICI)1096-9845(199903)28:3<255::AID-EQE815>3.0.CO;2-C
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Simulation of damage in RC frames with variable axial forces.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 3, p. 311, doi. 10.1002/(SICI)1096-9845(199903)28:3<311::AID-EQE819>3.0.CO;2-D
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A new method of reduced-order feedback control using Genetic Algorithms.
- Published in:
- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 3, p. 235, doi. 10.1002/(SICI)1096-9845(199903)28:3<235::AID-EQE814>3.0.CO;2-H
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Aseismic roof isolation system: analytic and shake table studies.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 3, p. 217, doi. 10.1002/(SICI)1096-9845(199903)28:3<217::AID-EQE813>3.0.CO;2-G
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Dynamic response analysis of tube array in partially filled calandria.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 3, p. 287, doi. 10.1002/(SICI)1096-9845(199903)28:3<287::AID-EQE817>3.0.CO;2-Y
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- Article