Ground Motion Models for Inelastic Spectra Using NGA-West2 Database
Publication: Geo-Congress 2023
ABSTRACT
This paper summarizes ground motion models (GMMs) developed for the inelastic response spectra of shallow crustal events. The GMMs are developed based on a large database of recordings in the NGA-West2 database with magnitude between 3.3 and 7.9, and source-to-site distances less than 80 km. GMMs are developed for six displacement-ductility levels, two damping values, and two hysteretic behavior models. One of this work’s main novelties is that the model is developed for RotD50 inelastic response instead of geometric mean, making the results directly comparable to the models developed in the NGA-West2 project for the response of elastic oscillator. The ground motion model incorporates the effect of magnitude, focal mechanism, source to site distance, site characteristic, and basin effect on the inelastic response of structures. The model shows that the yield strength demand decreases significantly when ductility goes from 1 to 1.5 (moderate nonlinearity is allowed); however, the decrease is not as significant for higher ductility levels (3 or 4). This study also quantifies the range of applicability of the “constant displacement rule.” The effect of response nonlinearity on the aleatory variability of ground motions is also quantified.
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REFERENCES
Boore, D. M. (2010). “Orientation-independent, nongeometric-mean measures of seismic intensity from two horizontal components of motion.” Bulletin of the Seismological Society of America, 100(4), 1830–1835.
Bozorgnia, Y., Hachem, M. M., and Campbell, K. W. (2010). “Ground motion prediction equation (“attenuation relationship”) for inelastic response spectra” Earthquake Spectra, 26(1), 1–23.
Campbell, K. W., and Bozorgnia, Y. (2014). “NGA-West2 ground motion model for the average horizontal components of PGA, PGV, and 5% damped linear acceleration response spectra” Earthquake Spectra, 30(3), 1087–1115.
Heresi, P., Dávalos, H., and Miranda, E. (2018). “Ground motion prediction model for the peak inelastic displacement of single-degree-of-freedom bilinear systems” Earthquake Spectra, 34(3), 1177–1199.
Mazzoni, S., Bahrampouri, M., and Bozorgnia, Y. “Extending NGA-West2 to include inelastic-response intensity measures.” Proceedings of the 12th National Conference in Earthquake Engineering, Earthquake Engineering Research Institute, Salt Lake City, UT. 2022.
Miranda, E. (2000). “Inelastic displacement ratios for structures on firm sites” Journal of Structural Engineering, 126(10), 1150–1159.
Stafford, P. J., Sullivan, T. J., and Pennucci, D. (2016). “Empirical correlation between inelastic and elastic spectral displacement demands” Earthquake Spectra, 32(3), 1419–1448.
Tothong, P., and Cornell, C. A. (2006). “An empirical ground-motion attenuation relation for inelastic spectral displacement” Bulletin Seismological Society of America 96, 2146–2164.
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Published online: Mar 23, 2023
ASCE Technical Topics:
- Computing in civil engineering
- Continuum mechanics
- Damping
- Databases
- Displacement (mechanics)
- Ductility
- Dynamics (solid mechanics)
- Elasticity and Inelasticity
- Engineering mechanics
- Geomechanics
- Geotechnical engineering
- Geotechnical investigation
- Ground motion
- Information Technology (IT)
- Material mechanics
- Material properties
- Materials engineering
- Mechanical properties
- Motion (dynamics)
- Oscillations
- Response spectra
- Soil dynamics
- Soil mechanics
- Solid mechanics
- Structural dynamics
- Structural mechanics
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