Direct use of PGV for estimating peak nonlinear oscillator displacements
- 15 May 2008
- journal article
- research article
- Published by Wiley in Earthquake Engineering & Structural Dynamics
- Vol. 37 (12) , 1411-1433
- https://doi.org/10.1002/eqe.819
Abstract
No abstract availableKeywords
This publication has 36 references indexed in Scilit:
- Relationships between Median Values and between Aleatory Variabilities for Different Definitions of the Horizontal Component of MotionBulletin of the Seismological Society of America, 2007
- Estimation of strength reduction factorsvia normalized pseudo-acceleration response spectrumEarthquake Engineering & Structural Dynamics, 2007
- An Empirical Ground-Motion Attenuation Relation for Inelastic Spectral DisplacementBulletin of the Seismological Society of America, 2006
- Scaling of strength reduction factors for degrading elasto-plastic oscillatorsEarthquake Engineering & Structural Dynamics, 2004
- Characterization of forward-directivity ground motions in the near-fault regionPublished by Elsevier ,2004
- Inelastic displacement ratios for evaluation of existing structuresEarthquake Engineering & Structural Dynamics, 2003
- Inelastic deformation response of SDOF systems subjected to earthquakesEarthquake Engineering & Structural Dynamics, 2001
- How Accurate Can Strong Ground Motion Attenuation Relations Be?Bulletin of the Seismological Society of America, 2001
- Consistent inelastic design spectra: Strength and displacementEarthquake Engineering & Structural Dynamics, 1994
- Inelastic earthquake spectraEarthquake Engineering & Structural Dynamics, 1987