Works matching IS 00988847 AND DT 2002 AND VI 31 AND IP 9
Results: 9
Active viscous damping system with amplifying braces for control of MDOF structures.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2002, v. 31, n. 9, p. 1735, doi. 10.1002/eqe.202
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- Article
Authors' Reply to Discussion by Stavros A. Anagnostopoulos of 'Evaluation of combination rules for maximum response calculation in multicomponent seismic analysis' Earthquake Engng Struct. Dyn. 2001;.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2002, v. 31, n. 9, p. 1755, doi. 10.1002/eqe.190
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- Article
Damaging properties of ground motions and prediction of maximum response of structures based on momentary energy response.
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- Earthquake Engineering & Structural Dynamics, 2002, v. 31, n. 9, p. 1657, doi. 10.1002/eqe.183
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- Article
Probabilistic analysis of peak response of MDOF systems with uncertain PSD function.
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- Earthquake Engineering & Structural Dynamics, 2002, v. 31, n. 9, p. 1719, doi. 10.1002/eqe.187
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- Article
Earthquake response of elastic SDF systems with non-linear fluid viscous dampers.
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- Earthquake Engineering & Structural Dynamics, 2002, v. 31, n. 9, p. 1623, doi. 10.1002/eqe.179
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- Article
Numerical prediction of the earthquake response of classical columns using the distinct element method.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2002, v. 31, n. 9, p. 1699, doi. 10.1002/eqe.185
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- Article
Evaluation of combination rules for maximum response calculation in multicomponent seismic analysis by O. A. López, A. K. Chopra and J. J. Hernández, Earthquake Engng Struct. Dyn. 2001;.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2002, v. 31, n. 9, p. 1753, doi. 10.1002/eqe.189
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- Article
Plasticity-fibre model for steel triangular plate energy dissipating devices.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2002, v. 31, n. 9, p. 1643, doi. 10.1002/eqe.180
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- Article
Experimental investigation of the earthquake response of a model of a marble classical column.
- Published in:
- Earthquake Engineering & Structural Dynamics, 2002, v. 31, n. 9, p. 1681, doi. 10.1002/eqe.184
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- Article