Design energy spectra for Turkey
Visualitza/Obre
Estadístiques de LA Referencia / Recolecta
Inclou dades d'ús des de 2022
Cita com:
hdl:2117/99880
Tipus de documentText en actes de congrés
Data publicació2012
EditorInternational Association for Earthquake Engineering
Condicions d'accésAccés obert
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Reconeixement-NoComercial-SenseObraDerivada 3.0 Espanya
Abstract
This work proposes design energy spectra in terms of velocity, derived through linear dynamic analyses on Turkish registers and intended for regions with design peak acceleration 0.3 g or higher. In the long and mid period ranges the analyses are linear, taking profit of the rather insensitivity of the spectra to the structural parameters other than the fundamental period; in the short period range, the spectra are more sensitive to the structural parameters and nonlinear analyses would be required. The selected records are classified in eight groups according to the design input acceleration, the soil type, the earthquake magnitude and the near-source effects. For each of these groups, median and characteristic spectra are proposed (50% and 95% percentiles). These spectra have an initial linear growing branch in the short period range, a horizontal branch in the mid period range and a descending branch in the long period range.
CitacióLopez Almansa, F., Yazgan, A.U., Benavent-Climent, A. Design energy spectra for Turkey. A: World Conference on Earthquake Engineering. "15 World Conference on Earthquake Engineering". Lisboa: International Association for Earthquake Engineering, 2012, p. 1-10.
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INVE_MEM_2012_137671.pdf | 689,5Kb | Visualitza/Obre |