This paper reports a parametric study of various CLT building configurations, to define the effects of some significant structural characteristics on their seismic response and therefore on appropriate q-factor values. An analytical procedure to calculate such values for CLT structures is proposed, starting from building geometry and wall composition. The effects of over-strength factors in designing joint types are also studied. Two independent validations demonstrate the reliability of the proposed method.
Analytical formulation based on extensive numerical simulations of behavior factor q for CLT buildings / Pozza, L., Scotta, R., Trutalli, D., Ceccotti, A., Polastri, A.. - ELETTRONICO. - (2013), pp. CIB-W18/46-15-5.1-CIB-W18/46-15-5.10. (Intervento presentato al convegno Working Commission W18 - Timber stuctures - CIB W18 - Meeting 46 tenutosi a Vancouver, Canada nel 26 -29 August 2013).
Analytical formulation based on extensive numerical simulations of behavior factor q for CLT buildings
Pozza L.
;
2013
Abstract
This paper reports a parametric study of various CLT building configurations, to define the effects of some significant structural characteristics on their seismic response and therefore on appropriate q-factor values. An analytical procedure to calculate such values for CLT structures is proposed, starting from building geometry and wall composition. The effects of over-strength factors in designing joint types are also studied. Two independent validations demonstrate the reliability of the proposed method.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
