Works matching IS 00988847 AND DT 2000 AND VI 29 AND IP 4
Results: 8
A method for coupled arch dam-foundation-reservoir seismic behaviour analysis.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 4, p. 441, doi. 10.1002/(SICI)1096-9845(200004)29:4<441::AID-EQE916>3.0.CO;2-B
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Scattering of elastic waves by a 3D anisotropic basin.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 4, p. 419, doi. 10.1002/(SICI)1096-9845(200004)29:4<419::AID-EQE915>3.0.CO;2-U
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Investigation of dynamic cable-deck interaction in a physical model of a cable-stayed bridge. Part II: seismic response.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 4, p. 499, doi. 10.1002/(SICI)1096-9845(200004)29:4<499::AID-EQE919>3.0.CO;2-A
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Non-linear-Maxwell-element-type hysteretic control force.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 4, p. 545, doi. 10.1002/(SICI)1096-9845(200004)29:4<545::AID-EQE921>3.0.CO;2-A
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Parameters determination for a linearly inhomogeneous half-space using characteristics of the time-harmonic surface waves.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 4, p. 399, doi. 10.1002/(SICI)1096-9845(200004)29:4<399::AID-EQE914>3.0.CO;2-S
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Investigation of dynamic cable-deck interaction in a physical model of a cable-stayed bridge. Part I: modal analysis.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 4, p. 481, doi. 10.1002/(SICI)1096-9845(200004)29:4<481::AID-EQE918>3.0.CO;2-1
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Correlating dynamic characteristics from field measurements and numerical analysis of a high-rise building.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 4, p. 523, doi. 10.1002/(SICI)1096-9845(200004)29:4<523::AID-EQE920>3.0.CO;2-L
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Seismic behaviour of asymmetric buildings with supplemental damping.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 4, p. 461, doi. 10.1002/(SICI)1096-9845(200004)29:4<461::AID-EQE917>3.0.CO;2-6
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- Article