Works matching IS 00988847 AND DT 1999 AND VI 28 AND IP 11
Results: 13
Seismic effectiveness of tuned mass dampers considering soil-structure interaction.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 11, p. 1219, doi. 10.1002/(SICI)1096-9845(199911)28:11<1219::AID-EQE861>3.0.CO;2-G
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Statistical study of spatial variation of response spectrum using free field records of dense strong motion arrays.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 11, p. 1273, doi. 10.1002/(SICI)1096-9845(199911)28:11<1273::AID-EQE866>3.0.CO;2-D
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Influence of ground motion intensity on the effectiveness of tuned mass dampers.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 11, p. 1255, doi. 10.1002/(SICI)1096-9845(199911)28:11<1255::AID-EQE865>3.0.CO;2-C
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Actual seismic response controlled building with semi-active damper system.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 11, p. 1427, doi. 10.1002/(SICI)1096-9845(199911)28:11<1427::AID-EQE876>3.0.CO;2-#
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Effective ambient vibration testing for validating numerical models of concrete dams.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 11, p. 1327, doi. 10.1002/(SICI)1096-9845(199911)28:11<1327::AID-EQE869>3.0.CO;2-V
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Vulnerability of reinforced concrete frames in low seismic region, when designed according to BS 8110.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 11, p. 1361, doi. 10.1002/(SICI)1096-9845(199911)28:11<1361::AID-EQE871>3.0.CO;2-V
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High-fidelity control of a seismic shake table.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 11, p. 1235, doi. 10.1002/(SICI)1096-9845(199911)28:11<1235::AID-EQE864>3.0.CO;2-H
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Fundamental considerations for the design of non-linear viscous dampers.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 11, p. 1405, doi. 10.1002/(SICI)1096-9845(199911)28:11<1405::AID-EQE875>3.0.CO;2-A
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An unconditionally stable time-stepping procedure with algorithmic damping: a weighted integral approach using two general weight functions.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 11, p. 1345, doi. 10.1002/(SICI)1096-9845(199911)28:11<1345::AID-EQE870>3.0.CO;2-O
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Identification of linear structural systems using earthquake-induced vibration data.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 11, p. 1449, doi. 10.1002/(SICI)1096-9845(199911)28:11<1449::AID-EQE881>3.0.CO;2-5
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Dynamic soil-structure interaction effects on the seismic response of suspension bridges.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 11, p. 1383, doi. 10.1002/(SICI)1096-9845(199911)28:11<1383::AID-EQE874>3.0.CO;2-E
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A dynamic stiffness formulation for the analysis of secondary systems.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 11, p. 1295, doi. 10.1002/(SICI)1096-9845(199911)28:11<1295::AID-EQE867>3.0.CO;2-2
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Response of buildings to near-field pulse-like ground motions.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 11, p. 1309, doi. 10.1002/(SICI)1096-9845(199911)28:11<1309::AID-EQE868>3.0.CO;2-U
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