Purpose of this paper is to study how the peak floor acceleration demand varies along the height of different reinforced concrete frame buildings. This study will consider 4-, 6- and 8-storey reinforced concrete frames characterized by different masonry infill walls configurations, subjected to earthquakes of different intensities. The most meaningful parameters influencing the peak floor acceleration demand distribution will be discussed. Comparisons with the predictions obtained using the Eurocode 8 equation will be also described.
FLOOR HORIZONTAL ACCELERATION DEMAND IN REINFORCED CONCRETE FRAMES / Mollaioli, Fabrizio; Lucchini, Andrea; Bazzurro, P; Bruno, S; DE SORTIS, A.. - 1:(2011), pp. 115-118. (Intervento presentato al convegno fib Symposium Prague - Concrete engineering for excellence and efficiency 2011 tenutosi a Praga nel 8-10 june 2011).
FLOOR HORIZONTAL ACCELERATION DEMAND IN REINFORCED CONCRETE FRAMES
MOLLAIOLI, Fabrizio;LUCCHINI, Andrea;
2011
Abstract
Purpose of this paper is to study how the peak floor acceleration demand varies along the height of different reinforced concrete frame buildings. This study will consider 4-, 6- and 8-storey reinforced concrete frames characterized by different masonry infill walls configurations, subjected to earthquakes of different intensities. The most meaningful parameters influencing the peak floor acceleration demand distribution will be discussed. Comparisons with the predictions obtained using the Eurocode 8 equation will be also described.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
