"\"\\\"The paper discusses experimental and numerical seismic analyses of typical connections and wall systems used. in cross-laminated (X-Lam) timber buildings. An extended experimental programme on typical X-Lam. connections was performed at IVALSA Trees and Timber Institute. In addition, cyclic tests were also carried out. on full-scale single and coupled X-Lam wall panels with different configurations and mechanical connectors. subjected to lateral force. An advanced non-linear hysteretic spring to describe accurately the cyclic behaviour of. connections was implemented in ABAQUS finite element software package as an external subroutine. The FE. model with the springs calibrated on single connection tests was then used to reproduce numerically the. behaviour of X-Lam wall panels, and the results were compared with the outcomes of experimental full-scale. tests carried out at IVALSA. The developed model is suitable for evaluating dissipated energy and seismic. vulnerability of X-Lam structures.\\\"\""
Experimental-numerical analyses of the seismic behaviour of cross-laminated wall systems / Gavric, Igor; Rinaldin, Giovanni; Amadio, C; Fragiacomo, Massimo; Ceccotti, A.. - (2012), pp. 1-10. (Intervento presentato al convegno 15th World Conference on Earthquake Engineering tenutosi a Lisbon (Portugal) nel 24-28 September).
Experimental-numerical analyses of the seismic behaviour of cross-laminated wall systems
GAVRIC, Igor;RINALDIN, Giovanni;FRAGIACOMO, Massimo;
2012-01-01
Abstract
"\"\\\"The paper discusses experimental and numerical seismic analyses of typical connections and wall systems used. in cross-laminated (X-Lam) timber buildings. An extended experimental programme on typical X-Lam. connections was performed at IVALSA Trees and Timber Institute. In addition, cyclic tests were also carried out. on full-scale single and coupled X-Lam wall panels with different configurations and mechanical connectors. subjected to lateral force. An advanced non-linear hysteretic spring to describe accurately the cyclic behaviour of. connections was implemented in ABAQUS finite element software package as an external subroutine. The FE. model with the springs calibrated on single connection tests was then used to reproduce numerically the. behaviour of X-Lam wall panels, and the results were compared with the outcomes of experimental full-scale. tests carried out at IVALSA. The developed model is suitable for evaluating dissipated energy and seismic. vulnerability of X-Lam structures.\\\"\""I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
