To accurately model the effect on the dynamic behavior of a floor when using glue in the joints between the chipboards and beams in a lightweight structure can be a daunting task. It is however important to have a model that can simulate these junctions with high fidelity. The behavior of T-junctions with different geometries and methods of adhesion has been previously investigated via measurements [1]. This investigation builds on that work and aims at developing an accurate finite element model of the junctions. The previously investigated junctions were made of chipboards fixed to a spruce beam using screws or a combination of screws and glue. The boards were either a single plate or two plates meeting each other on top of the beam. In t...
The finite element analysis of tubular structures is typically based on models constructed employing...
Measurements and predictions of railway-induced vibrations are becoming a necessity in today’s socie...
La forte sensibilité des ouvrages bois aux transmissions latérales, vibrations et autres sons basses...
In this paper, an experimental investigation on the influence of glue on the low frequency vibroacou...
Efficient and accurate numerical tools for predicting the vibroacoustic behaviour of wooden multi-st...
In lightweight structures it is common to use damping material in junctions to decrease sound transm...
Lightweight timber structures have many advantages, but high-demand acoustic quality is hard to achi...
The results of a finite element investigation of the behavior of T-stub flanges are presented and co...
In multi-storey buildings, the use of lightweight material has many advantages. The low weight, the ...
The wooden multi-storey building industry is facing persistent sound transmission problems at low fr...
To predict and possibly, when needed to fulfil regularizations or other requirements, change the des...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
A common floor construction in a lightweight building system is using chipboard plates attached to w...
When the Swedish construction code in 1994 allowed wooden multi-storey buildings, this type of light...
The finite element analysis of tubular structures is typically based on models constructed employing...
Measurements and predictions of railway-induced vibrations are becoming a necessity in today’s socie...
La forte sensibilité des ouvrages bois aux transmissions latérales, vibrations et autres sons basses...
In this paper, an experimental investigation on the influence of glue on the low frequency vibroacou...
Efficient and accurate numerical tools for predicting the vibroacoustic behaviour of wooden multi-st...
In lightweight structures it is common to use damping material in junctions to decrease sound transm...
Lightweight timber structures have many advantages, but high-demand acoustic quality is hard to achi...
The results of a finite element investigation of the behavior of T-stub flanges are presented and co...
In multi-storey buildings, the use of lightweight material has many advantages. The low weight, the ...
The wooden multi-storey building industry is facing persistent sound transmission problems at low fr...
To predict and possibly, when needed to fulfil regularizations or other requirements, change the des...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
In order to predict the T-stub behaviour, simplified theoretical models are provided by Eurocode 3 t...
A common floor construction in a lightweight building system is using chipboard plates attached to w...
When the Swedish construction code in 1994 allowed wooden multi-storey buildings, this type of light...
The finite element analysis of tubular structures is typically based on models constructed employing...
Measurements and predictions of railway-induced vibrations are becoming a necessity in today’s socie...
La forte sensibilité des ouvrages bois aux transmissions latérales, vibrations et autres sons basses...