Works matching IS 00988847 AND DT 2003 AND VI 32 AND IP 9
Results: 11
System identification of linear structures based on HilbertHuang spectral analysis. Part 1: normal modes.
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- Earthquake Engineering & Structural Dynamics, 2003, v. 32, n. 9, p. 1443, doi. 10.1002/eqe.287
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Evaluating foundation mass, damping and stiffness by the least-squares method.
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- Earthquake Engineering & Structural Dynamics, 2003, v. 32, n. 9, p. 1431, doi. 10.1002/eqe.285
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Dynamic analysis of structures using modified Lanczos co-ordinates.
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- Earthquake Engineering & Structural Dynamics, 2003, v. 32, n. 9, p. 1469, doi. 10.1002/eqe.284
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Experimental identification of the vibration modes of liquid-filled conical tanks and validation of a numerical model.
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- Earthquake Engineering & Structural Dynamics, 2003, v. 32, n. 9, p. 1407, doi. 10.1002/eqe.283
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- Article
Authors' reply to discussion by Chongmin Song and John P. Wolf of numerical evaluation of the damping-solvent extraction method in the frequency domain Earthquake Engng. Struct. Dyn. 2002; 31(6):12311250.
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- Earthquake Engineering & Structural Dynamics, 2003, v. 32, n. 9, p. 1481, doi. 10.1002/eqe.281
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Numerical evaluation of the damping-solvent extraction method in the frequency domain by Ushnish Basu and Anil K. Chopra, Earthquake Engng Struct. Dyn. 2002; 31(6):12311250.
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- Earthquake Engineering & Structural Dynamics, 2003, v. 32, n. 9, p. 1475, doi. 10.1002/eqe.280
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Experimental and computational verification of reasonable design formulae for base-isolated structures.
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- Earthquake Engineering & Structural Dynamics, 2003, v. 32, n. 9, p. 1389, doi. 10.1002/eqe.279
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An advanced analytical model for high damping rubber bearings.
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- Earthquake Engineering & Structural Dynamics, 2003, v. 32, n. 9, p. 1373, doi. 10.1002/eqe.278
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- Article
Shake table tests on a mass eccentric model with base isolation.
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- Earthquake Engineering & Structural Dynamics, 2003, v. 32, n. 9, p. 1353, doi. 10.1002/eqe.277
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- Article
Design of bilinear hysteretic isolation systems.
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- Earthquake Engineering & Structural Dynamics, 2003, v. 32, n. 9, p. 1333, doi. 10.1002/eqe.276
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- Article
Optimal seismic design of steel frame buildings based on life cycle cost considerations.
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- Earthquake Engineering & Structural Dynamics, 2003, v. 32, n. 9, p. 1313, doi. 10.1002/eqe.273
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- Article