This paper demonstrates the results of experimental determination of load bearing capacity of structural timber member connections realized by WOLF and LKVC metal connector plates. Considering the complexity of the connections realized by these modern mechanical fasteners, this paper deals only with plate anchorage capacity (stress in the metal-wood contact). The aim of the conducted experimental study was to determine the metal connector plate anchorage capacity in accordance with the provisions of Eurocode 5 and also to analyze the ratio of the load bearing capacities of these two types of connectors in terms of their geometry. Experimental testing was conducted by loading of multiple samples up to the limit plate anchorage capacit...
Semi rigid mounting joints of glued laminated timber elements are connections that are fully assembl...
The issue of behavior and deformation of joints of wooden structures is an integral part of the de...
There is a significant possibility of improving the load bearing capacities calculated according to ...
This paper demonstrates the results of experimental determination of load bearing capacity of struct...
U radu je prikazano eksperimentalno određivanje nosivosti veza ostvarenih metalnim konektorima tipa ...
This paper demonstrates the results of experimental determination of load-bearing capacity of struct...
This paper presents results of the experimental determination of the load-bearing capacity of struc...
This paper demonstrates the results of experimental determination of load-bearing capacity of struct...
This paper deals with the results of experimental determination of load-bearing capacity of structur...
This paper deals with the load-carrying capacity calculation of laterally loaded metal dowel type co...
The paper presents load-bearing capacity calculation methods for timber elements connections by angl...
The paper deals with the analysis of the load-carrying capacity of a timber semi-rigid connection cr...
There is a significant possibility of improving the load bearing capacities calculated according to ...
Prezentovaná disertační práce je zaměřena na chování spojů dřevěné kulatiny kolíkového typu v tahu a...
The load capacity of the punched metal plate timber joints is established,in general, by empirical m...
Semi rigid mounting joints of glued laminated timber elements are connections that are fully assembl...
The issue of behavior and deformation of joints of wooden structures is an integral part of the de...
There is a significant possibility of improving the load bearing capacities calculated according to ...
This paper demonstrates the results of experimental determination of load bearing capacity of struct...
U radu je prikazano eksperimentalno određivanje nosivosti veza ostvarenih metalnim konektorima tipa ...
This paper demonstrates the results of experimental determination of load-bearing capacity of struct...
This paper presents results of the experimental determination of the load-bearing capacity of struc...
This paper demonstrates the results of experimental determination of load-bearing capacity of struct...
This paper deals with the results of experimental determination of load-bearing capacity of structur...
This paper deals with the load-carrying capacity calculation of laterally loaded metal dowel type co...
The paper presents load-bearing capacity calculation methods for timber elements connections by angl...
The paper deals with the analysis of the load-carrying capacity of a timber semi-rigid connection cr...
There is a significant possibility of improving the load bearing capacities calculated according to ...
Prezentovaná disertační práce je zaměřena na chování spojů dřevěné kulatiny kolíkového typu v tahu a...
The load capacity of the punched metal plate timber joints is established,in general, by empirical m...
Semi rigid mounting joints of glued laminated timber elements are connections that are fully assembl...
The issue of behavior and deformation of joints of wooden structures is an integral part of the de...
There is a significant possibility of improving the load bearing capacities calculated according to ...