Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Experimental Tests on a Dowel-Type Timber Connection and Validation of Numerical Models
This paper examines the dynamic behaviour of timber framed buildings under wind and dynamic loads, focusing on the role of connections being experimentally tested. The main aim of this manuscript is to analyze the in-service dynamic behaviour of a semi-rigid moment-resisting dowel-type connection between timber beam and column. For this purpose, two laboratory tests have been performed, the first on a connection and another one on a portal frame. The results are used to validate a numerical model of the simple portal frame, analyzed in OpenSees. The obtained relationships are also discussed and compared with Eurocode rules. The main result is that the joint stiffness is calculated through the Eurocode (EC) formulation underestimates the experimental one. A mutual agreement is obtained between the numerical model, validated from the experimental stiffness value for the connections, and the experimental results on the portal frame.
Experimental Tests on a Dowel-Type Timber Connection and Validation of Numerical Models
This paper examines the dynamic behaviour of timber framed buildings under wind and dynamic loads, focusing on the role of connections being experimentally tested. The main aim of this manuscript is to analyze the in-service dynamic behaviour of a semi-rigid moment-resisting dowel-type connection between timber beam and column. For this purpose, two laboratory tests have been performed, the first on a connection and another one on a portal frame. The results are used to validate a numerical model of the simple portal frame, analyzed in OpenSees. The obtained relationships are also discussed and compared with Eurocode rules. The main result is that the joint stiffness is calculated through the Eurocode (EC) formulation underestimates the experimental one. A mutual agreement is obtained between the numerical model, validated from the experimental stiffness value for the connections, and the experimental results on the portal frame.
Experimental Tests on a Dowel-Type Timber Connection and Validation of Numerical Models
Fabio Solarino (Autor:in) / Linda Giresini (Autor:in) / Wen-Shao Chang (Autor:in) / Haoyu Huang (Autor:in) / Solarino, Fabio / Giresini, Linda / Chang, Wen-Shao / Huang, Haoyu
01.01.2017
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
DDC:
690
Experimental Tests on a Dowel-Type Timber Connection and Validation of Numerical Models
| BASE | 2017
Experimental Tests on a Dowel-Type Timber Connection and Validation of Numerical Models
| DOAJ | 2017
Numerical 3D finite element modelling and experimental tests for dowel-type timber joints
| Online Contents | 2009
Numerical 3D finite element modelling and experimental tests for dowel-type timber joints
| Online Contents | 2009
Numerical 3D finite element modelling and experimental tests for dowel-type timber joints
| British Library Online Contents | 2009