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Analytical solution for frequency response of equipment in laterally loaded multistorey buildings.
- Published in:
- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 9, p. 1051, doi. 10.1002/(SICI)1096-9845(199909)28:9<1051::AID-EQE854>3.0.CO;2-A
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Experimental study of identification and control of structures using neural network. Part 2: control.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 9, p. 1019, doi. 10.1002/(SICI)1096-9845(199909)28:9<1019::AID-EQE852>3.0.CO;2-X
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Capacity spectrum method based on inelastic demand spectra.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 9, p. 979, doi. 10.1002/(SICI)1096-9845(199909)28:9<979::AID-EQE850>3.0.CO;2-1
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Determination of ductility factor considering different hysteretic models.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 9, p. 957, doi. 10.1002/(SICI)1096-9845(199909)28:9<957::AID-EQE849>3.0.CO;2-K
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Experimental study of identification and control of structures using neural network. Part 1: identification.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 9, p. 995, doi. 10.1002/(SICI)1096-9845(199909)28:9<995::AID-EQE851>3.0.CO;2-8
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Obituary - Donald E. Hudson.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 9, p. 1067, doi. 10.1002/(SICI)1096-9845(199909)28:9<1067::AID-EQE862>3.0.CO;2-X
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Sampled-data H.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 9, p. 921, doi. 10.1002/(SICI)1096-9845(199909)28:9<921::AID-EQE847>3.0.CO;2-A
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Optimum Multiple Tuned Mass Dampers for base-excited undamped system.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 9, p. 1041, doi. 10.1002/(SICI)1096-9845(199909)28:9<1041::AID-EQE853>3.0.CO;2-E
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Optimal yield level of bilinear seismic isolation devices.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 9, p. 941, doi. 10.1002/(SICI)1096-9845(199909)28:9<941::AID-EQE848>3.0.CO;2-5
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Influence of masonry infill panels on the vibration and stiffness characteristics of R/C frame buildings.
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- Earthquake Engineering & Structural Dynamics, 1999, v. 28, n. 9, p. 1061, doi. 10.1002/(SICI)1096-9845(199909)28:9<1061::AID-EQE856>3.0.CO;2-3
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