Mode‐superposition methods in dynamic analysis of classically and non‐classically damped linear systems
- 1 September 1986
- journal article
- research article
- Published by Wiley in Earthquake Engineering & Structural Dynamics
- Vol. 14 (5), 705-717
- https://doi.org/10.1002/eqe.4290140503
Abstract
No abstract availableKeywords
This publication has 17 references indexed in Scilit:
- Effect of epicentral direction on seismic response of asymmetric buildingsEarthquake Engineering & Structural Dynamics, 1984
- On the application of the mode‐acceleration method to structural engineering problemsEarthquake Engineering & Structural Dynamics, 1983
- Modal methods in the dynamics of systems with non‐classical dampingEarthquake Engineering & Structural Dynamics, 1981
- On the accuracy of mode superposition analysis in structural dynamicsEarthquake Engineering & Structural Dynamics, 1979
- A note on the dynamic analysis of non‐proportionally damped systemsEarthquake Engineering & Structural Dynamics, 1979
- Errors in response calculations for non‐classically damped structuresEarthquake Engineering & Structural Dynamics, 1977
- Earthquake response analysis considering non‐proportional dampingEarthquake Engineering & Structural Dynamics, 1976
- On the Number of Modes Necessary for Accurate Response and Resulting Forces in Dynamic AnalysesJournal of Applied Mechanics, 1975
- On the normality and accuracy of simulated random processesJournal of Sound and Vibration, 1973
- Classical Normal Modes in Damped Linear Dynamic SystemsJournal of Applied Mechanics, 1965