Elastic response spectrum
Description
NCSE-02 establishes a standard elastic response spectrum corresponding to a simple linear oscillator with a reference damping of 5 % from the critical, which depends on the oscillator’s own period (T), contribution coefficient (K), terrain coefficient (C) and characteristic response spectrum periods (Ta and Tb) taking the following values: TA=k·C/10, Tb=k·C/2.5.
Resources
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http://www.juntadeandalucia.es/fomentoyvivienda/NodoIDE/Servicios/WFS/geotecnico? |
Tags
- idee_inspire
- ideandalucia
- andalucía