Works matching IS 00988847 AND DT 2000 AND VI 29 AND IP 11
Results: 9
Modified sliding-mode bang-bang control for seismically excited linear structures.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 11, p. 1647, doi. 10.1002/1096-9845(200011)29:11<1647::AID-EQE981>3.0.CO;2-4
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Sliding mode fuzzy control: Theory and verification on a benchmark structure.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 11, p. 1587, doi. 10.1002/1096-9845(200011)29:11<1587::AID-EQE974>3.0.CO;2-W
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Stiffened steel box columns. Part 1: Cyclic behaviour.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 11, p. 1691, doi. 10.1002/1096-9845(200011)29:11<1691::AID-EQE989>3.0.CO;2-U
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Seismic structural control using a novel high-performance active mass driver system.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 11, p. 1629, doi. 10.1002/1096-9845(200011)29:11<1629::AID-EQE980>3.0.CO;2-3
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Need of performance-based earthquake engineering in Taiwan: a lesson from the Chichi earthquake.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 11, p. 1609, doi. 10.1002/1096-9845(200011)29:11<1609::AID-EQE977>3.0.CO;2-M
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Stiffened steel box columns. Part 2: Ductility evaluation.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 11, p. 1707, doi. 10.1002/1096-9845(200011)29:11<1707::AID-EQE990>3.0.CO;2-7
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Wavelet-based non-stationary response analysis of a friction base-isolated structure.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 11, p. 1659, doi. 10.1002/1096-9845(200011)29:11<1659::AID-EQE983>3.0.CO;2-S
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Seismic design methodology for friction damped braced frames.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 11, p. 1569, doi. 10.1002/1096-9845(200011)29:11<1569::AID-EQE960>3.0.CO;2-4
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Performance-based design using structural optimization.
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- Earthquake Engineering & Structural Dynamics, 2000, v. 29, n. 11, p. 1677, doi. 10.1002/1096-9845(200011)29:11<1677::AID-EQE986>3.0.CO;2-N
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