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OPTIMAL POLYNOMIAL CONTROL FOR SEISMICALLY EXCITED NON-LINEAR AND HYSTERETIC STRUCTURES.
- Published in:
- Earthquake Engineering & Structural Dynamics, 1996, v. 25, n. 11, p. 1211, doi. 10.1002/(SICI)1096-9845(199611)25:11<1211::AID-EQE609>3.0.CO;2-3
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PROPERTY MATRICES IDENTIFICATION OF UNBOUNDED MEDIUM FROM UNIT-IMPULSE RESPONSE FUNCTIONS USING LEGENDRE POLYNOMIALS: IMPLEMENTATION AND EXAMPLES.
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- Earthquake Engineering & Structural Dynamics, 1996, v. 25, n. 11, p. 1247, doi. 10.1002/(SICI)1096-9845(199611)25:11<1247::AID-EQE611>3.0.CO;2-5
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Conference diary.
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- Earthquake Engineering & Structural Dynamics, 1996, v. 25, n. 11, p. 1331, doi. 10.1002/eqe.4290251113
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Announcement.
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- Earthquake Engineering & Structural Dynamics, 1996, v. 25, n. 11, p. 1175, doi. 10.1002/eqe.4290251110
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STOCHASTIC SEISMIC PERFORMANCE EVALUATION OF TUNED LIQUID COLUMN DAMPERS.
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- Earthquake Engineering & Structural Dynamics, 1996, v. 25, n. 11, p. 1259, doi. 10.1002/(SICI)1096-9845(199611)25:11<1259::AID-EQE612>3.0.CO;2-W
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THE SEISMIC RESPONSE OF CONCENTRICALLY BRACED MOMENT-RESISTING STEEL FRAMES.
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- Earthquake Engineering & Structural Dynamics, 1996, v. 25, n. 11, p. 1275, doi. 10.1002/(SICI)1096-9845(199611)25:11<1275::AID-EQE616>3.0.CO;2-U
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RESPONSE OF EARTH DAMS TO P AND SV WAVES USING COUPLED FE-BE FORMULATION.
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- Earthquake Engineering & Structural Dynamics, 1996, v. 25, n. 11, p. 1177, doi. 10.1002/(SICI)1096-9845(199611)25:11<1177::AID-EQE605>3.0.CO;2-V
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PROPERTY MATRICES IDENTIFICATION OF UNBOUNDED MEDIUM FROM UNIT-IMPULSE RESPONSE FUNCTIONS USING LEGENDRE POLYNOMIALS: FORMULATION.
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- Earthquake Engineering & Structural Dynamics, 1996, v. 25, n. 11, p. 1231, doi. 10.1002/(SICI)1096-9845(199611)25:11<1231::AID-EQE610>3.0.CO;2-R
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- Article
Announcement.
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- Earthquake Engineering & Structural Dynamics, 1996, v. 25, n. 11, p. 1330, doi. 10.1002/eqe.4290251112
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- Article
TIME-HARMONIC VIBRATION OF AN INCOMPRESSIBLE LINEARLY NON-HOMOGENEOUS HALF-SPACE.
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- Earthquake Engineering & Structural Dynamics, 1996, v. 25, n. 11, p. 1195, doi. 10.1002/(SICI)1096-9845(199611)25:11<1195::AID-EQE607>3.0.CO;2-T
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SEISMIC RESPONSE OF SLIDING STRUCTURES TO BIDIRECTIONAL EARTHQUAKE EXCITATION.
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- Earthquake Engineering & Structural Dynamics, 1996, v. 25, n. 11, p. 1301, doi. 10.1002/(SICI)1096-9845(199611)25:11<1301::AID-EQE618>3.0.CO;2-3
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CONSISTENT INFINITESIMAL FINITE-ELEMENT CELL METHOD IN FREQUENCY DOMAIN.
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- Earthquake Engineering & Structural Dynamics, 1996, v. 25, n. 11, p. 1307, doi. 10.1002/(SICI)1096-9845(199611)25:11<1307::AID-EQE613>3.0.CO;2-0
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Books received.
- Published in:
- Earthquake Engineering & Structural Dynamics, 1996, v. 25, n. 11, p. 1329, doi. 10.1002/eqe.4290251111
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- Article