This paper deals with the prediction of both force-based response measures and displacement-based response measures of different configurations of four story reinforced concrete frame buildings, with and without infill walls, and designed with different strength characteristics. The prediction is performed via statistical relationships between ground-motion intensity measures (IMs) and various engineering demand parameters (EDPs). The relationship is built on data obtained from nonlinear dynamic analyses of the frames subjected to one hundred strong motion records. The EDPs considered are maximum base shear, maximum story shear, maximum overturning moment, peak (over time) inter-story drift ratio, maximum (over all stories) peak inter-story drift ratio and roof drift ratio. Copyright © (2010) by Earthquake Engineering Research Institute.
Prediction of structural response in reinforced concrete frames subjected to earthquake ground motions / Jayaram, N; P., Bazzurro; Mollaioli, Fabrizio; A., DE SORTIS; AND S., Bruno. - ELETTRONICO. - Atti su DVD:(2010), pp. 7138-7147. (Intervento presentato al convegno 9th US National and 10th Canadian Conference on Earthquake Engineering tenutosi a Toronto; Canada nel July 25-29, 2010).
Prediction of structural response in reinforced concrete frames subjected to earthquake ground motions
MOLLAIOLI, Fabrizio;
2010
Abstract
This paper deals with the prediction of both force-based response measures and displacement-based response measures of different configurations of four story reinforced concrete frame buildings, with and without infill walls, and designed with different strength characteristics. The prediction is performed via statistical relationships between ground-motion intensity measures (IMs) and various engineering demand parameters (EDPs). The relationship is built on data obtained from nonlinear dynamic analyses of the frames subjected to one hundred strong motion records. The EDPs considered are maximum base shear, maximum story shear, maximum overturning moment, peak (over time) inter-story drift ratio, maximum (over all stories) peak inter-story drift ratio and roof drift ratio. Copyright © (2010) by Earthquake Engineering Research Institute.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
