Works matching IS 00988847 AND DT 2000 AND VI 29 AND IP 8
Results: 12
Criteria for assessing dynamic collapse of elastoplastic structural systems.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 8, p. 1177, doi. 10.1002/1096-9845(200008)29:8<1177::AID-EQE963>3.0.CO;2-E
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Discussion of the paper 'Effect of orthogonal inplane structural elements on inelastic torsional response' by J. L. Humar and P. Kumar.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 8, p. 1249, doi. 10.1002/1096-9845(200008)29:8<1249::AID-EQE945>3.0.CO;2-4
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Multifunctional vibration-absorption RC megaframe structures and their seismic responses.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 8, p. 1239, doi. 10.1002/1096-9845(200008)29:8<1239::AID-EQE956>3.0.CO;2-1
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Computational Geomechanics with Special Reference to Earthquake Engineering by O. C. Zienkiewicz, A. H. C. Chan, M. Pastor, B. A. Schrefler and T. Shiomi ISBN 0471-98285-7; Wiley, Chichester, 1999; Price: £100.00, US $180.00.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 8, p. 1255, doi. 10.1002/1096-9845(200008)29:8<1255::AID-EQE949>3.0.CO;2-3
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Control strategy for variable damping element considering near-future excitation influence.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 8, p. 1199, doi. 10.1002/1096-9845(200008)29:8<1199::AID-EQE966>3.0.CO;2-Y
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Bayesian probabilistic damage detection of a reinforced-concrete bridge column.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 8, p. 1131, doi. 10.1002/1096-9845(200008)29:8<1131::AID-EQE959>3.0.CO;2-J
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Simplified seismic fragility analysis of structures with two types of friction devices.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 8, p. 1153, doi. 10.1002/1096-9845(200008)29:8<1153::AID-EQE961>3.0.CO;2-Y
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QN control method for building vibration caused by periodic excitation acting on intermediate story.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 8, p. 1079, doi. 10.1002/1096-9845(200008)29:8<1079::AID-EQE947>3.0.CO;2-1
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Parametric investigation of the stability of classical columns under harmonic and earthquake excitations.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 8, p. 1093, doi. 10.1002/1096-9845(200008)29:8<1093::AID-EQE953>3.0.CO;2-S
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Authors' Reply to discussion of the paper 'Effect of orthogonal inplane structural elements on inelastic torsional response'.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 8, p. 1253, doi. 10.1002/1096-9845(200008)29:8<1253::AID-EQE946>3.0.CO;2-I
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LQG control of lateral-torsional motion of Nanjing TV transmission tower.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 8, p. 1111, doi. 10.1002/1096-9845(200008)29:8<1111::AID-EQE957>3.0.CO;2-R
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Stiffness-damping simultaneous identification using limited earthquake records.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 8, p. 1219, doi. 10.1002/1096-9845(200008)29:8<1219::AID-EQE968>3.0.CO;2-X
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