Found: 16
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Vertical oscillations due to axial-bending coupling during seismic response of RC bridge piers.
- Published in:
- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 12, p. 1685, doi. 10.1002/(SICI)1096-9845(199912)28:12<1685::AID-EQE890>3.0.CO;2-7
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Optimal instrumentation of structures on flexible base for system identification.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 12, p. 1471, doi. 10.1002/(SICI)1096-9845(199912)28:12<1471::AID-EQE872>3.0.CO;2-M
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Two-dimensional scattering of in-plane body waves due to a discontinuity in bedrock.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 12, p. 1651, doi. 10.1002/(SICI)1096-9845(199912)28:12<1651::AID-EQE887>3.0.CO;2-2
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Displacement-acceleration control via stiffness-damping collaboration.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 12, p. 1567, doi. 10.1002/(SICI)1096-9845(199912)28:12<1567::AID-EQE882>3.0.CO;2-1
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Real-time prediction of near-future seismic excitation adapting AR model to preceding information.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 12, p. 1587, doi. 10.1002/(SICI)1096-9845(199912)28:12<1587::AID-EQE883>3.0.CO;2-X
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Obituary: Professor Jai Krishna.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 12, p. 1721, doi. 10.1002/(SICI)1096-9845(199912)28:12<1721::AID-EQE913>3.0.CO;2-I
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- Article
Dynamics of three-block assemblies with unilateral deformable contacts. Part 2: actual application.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 12, p. 1637, doi. 10.1002/(SICI)1096-9845(199912)28:12<1637::AID-EQE886>3.0.CO;2-Q
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Vertical and rocking impedances for rigid rectangular foundations on soils with bounded non-homogeneity.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 12, p. 1525, doi. 10.1002/(SICI)1096-9845(199912)28:12<1525::AID-EQE879>3.0.CO;2-S
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Dynamics of three-block assemblies with unilateral deformable contacts. Part 1: contact modelling.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 12, p. 1621, doi. 10.1002/(SICI)1096-9845(199912)28:12<1621::AID-EQE885>3.0.CO;2-B
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Three-dimensional dynamic soil-structure interaction analysis in the time domain.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 12, p. 1501, doi. 10.1002/(SICI)1096-9845(199912)28:12<1501::AID-EQE878>3.0.CO;2-8
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The role of damping in seismic isolation.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 12, p. 1717, doi. 10.1002/(SICI)1096-9845(199912)28:12<1717::AID-EQE889>3.0.CO;2-G
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Bi-directional pseudodynamic test of a full-size three-storey building.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 12, p. 1541, doi. 10.1002/(SICI)1096-9845(199912)28:12<1541::AID-EQE880>3.0.CO;2-R
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In-plane floor flexibility effects on torsionally unbalanced systems.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 12, p. 1705, doi. 10.1002/(SICI)1096-9845(199912)28:12<1705::AID-EQE873>3.0.CO;2-5
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Maximum seismic displacement of inelastic systems based on energy concept.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 12, p. 1483, doi. 10.1002/(SICI)1096-9845(199912)28:12<1483::AID-EQE877>3.0.CO;2-0
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Cross-correlation coefficients and modal combination rules for non-classically damped systems.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 12, p. 1669, doi. 10.1002/(SICI)1096-9845(199912)28:12<1669::AID-EQE888>3.0.CO;2-B
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Neural-network control of building structures by a force-matching training scheme.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 12, p. 1601, doi. 10.1002/(SICI)1096-9845(199912)28:12<1601::AID-EQE884>3.0.CO;2-G
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