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.
;
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.
Working Commission W18 - Timber stuctures - CIB W18 - Proceedings - Meeting 46
1
10
Pozza, L., Scotta, R., Trutalli, D., Ceccotti, A., Polastri, A.
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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/11585/735077
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