Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
4927345 | Soil Dynamics and Earthquake Engineering | 2017 | 8 Pages |
Abstract
For the majority of the cases we observe a reasonable agreement between the values of the dominant periods computed according to the MOC-CFE [2] normative and those obtained directly from Transfer Function (TF). On the other hand, we found significant differences between design spectra and response spectra obtained from seismic records for the 0.1-0.6Â s interval. Amplitudes are underestimated for the first ones.
Keywords
Related Topics
Physical Sciences and Engineering
Earth and Planetary Sciences
Geotechnical Engineering and Engineering Geology
Authors
Tonatiuh Dominguez Reyes, Héctor E. RodrÃguez-Lozoya, Mario Cabrera Sandoval, Eva Sanchez Sanchez, Armando Aguilar Meléndez, Héctor E. RodrÃguez- Leyva, R. Amelia Campos,