An extensive experimental campaign has been performed in the structural laboratory of the University of Basilicata, Potenza, Italy on a full scale beam-column joint based on the post-tensioned timber concept as applied to glue laminated (glulam) timber, with and without the application of external dissipative steel angles [1]. Numerical models were used in the prediction and analysis of system response. With the increasing use of non-linear time history analysis for building verification it is crucial that reliable and non-time consuming modeling techniques exist. In this paper the experimental outcomes of quasi-static testing are presented and then compared with the results of the numerical predictions using both the current design procedure and two different finite element programs.

Seismic performance of a post-tensioned glue laminated beam to column joint: esperimentale and numerical results.

Felice Carlo Ponzo;Antonio Di Cesare;Gianluca Auletta;Domenico Nigro
2012-01-01

Abstract

An extensive experimental campaign has been performed in the structural laboratory of the University of Basilicata, Potenza, Italy on a full scale beam-column joint based on the post-tensioned timber concept as applied to glue laminated (glulam) timber, with and without the application of external dissipative steel angles [1]. Numerical models were used in the prediction and analysis of system response. With the increasing use of non-linear time history analysis for building verification it is crucial that reliable and non-time consuming modeling techniques exist. In this paper the experimental outcomes of quasi-static testing are presented and then compared with the results of the numerical predictions using both the current design procedure and two different finite element programs.
2012
978-162276305-4
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11563/138379
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