Works matching IS 00988847 AND DT 2001 AND VI 30 AND IP 1
Results: 8
Numerical modeling of MDOF structures with sliding supports using rigid-plastic link.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 1, p. 27, doi. 10.1002/1096-9845(200101)30:1<27::AID-EQE992>3.0.CO;2-H
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Modified state-space procedures for pseudodynamic testing.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 1, p. 59, doi. 10.1002/1096-9845(200101)30:1<59::AID-EQE996>3.0.CO;2-X
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Earthquake response analysis of the Hualien soil-structure interaction system based on updated soil properties using forced vibration test data.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 1, p. 1, doi. 10.1002/1096-9845(200101)30:1<1::AID-EQE991>3.0.CO;2-Y
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Rigid-plastic approximation to predict plastic motion under strong earthquakes.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 1, p. 115, doi. 10.1002/1096-9845(200101)30:1<115::AID-EQE999>3.0.CO;2-V
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A technique for the reduction of dynamic degrees of freedom.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 1, p. 127, doi. 10.1002/1096-9845(200101)30:1<127::AID-EQE2>3.0.CO;2-7
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Free-vibration analysis of a three-dimensional soil-structure system.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 1, p. 43, doi. 10.1002/1096-9845(200101)30:1<43::AID-EQE994>3.0.CO;2-L
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Structural response for stochastic kinematic interaction.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 1, p. 97, doi. 10.1002/1096-9845(200101)30:1<97::AID-EQE998>3.0.CO;2-T
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Estimation of relative displacement of two adjacent asymmetric structures.
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- Earthquake Engineering & Structural Dynamics, 2001, v. 30, n. 1, p. 81, doi. 10.1002/1096-9845(200101)30:1<81::AID-EQE997>3.0.CO;2-E
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