Modal combination rules for multicomponent earthquake excitation
- 1 January 1985
- journal article
- research article
- Published by Wiley in Earthquake Engineering & Structural Dynamics
- Vol. 13 (1) , 1-12
- https://doi.org/10.1002/eqe.4290130103
Abstract
No abstract availableKeywords
This publication has 9 references indexed in Scilit:
- Three‐dimensional dynamic analysis for multi‐component earthquake spectraEarthquake Engineering & Structural Dynamics, 1982
- A response spectrum method for random vibration analysis of mdf systemsEarthquake Engineering & Structural Dynamics, 1981
- A replacement for the srss method in seismic analysisEarthquake Engineering & Structural Dynamics, 1981
- Response spectrum techniques for three‐component earthquake designEarthquake Engineering & Structural Dynamics, 1981
- Structural Response to Stationary ExcitationJournal of the Engineering Mechanics Division, 1980
- Buckling of Locally Imperfect Stiffeners in PlatesJournal of the Engineering Mechanics Division, 1977
- On the Distribution of the First-Passage Time for Normal Stationary Random ProcessesJournal of Applied Mechanics, 1975
- Characteristics of 3‐dimensional earthquake ground motionsEarthquake Engineering & Structural Dynamics, 1974
- Properties of Spectral Moments with Applications to Random VibrationJournal of the Engineering Mechanics Division, 1972