The paper presents load-bearing capacity calculation methods for timber elements connections by angle brackets with a rib. As connectors, annular ring nails were used. Paper brings direct comparison of results from full-scale tests, analytical calculations and numerical simulations of connections under the external load using two different versions of brackets.KUKLÍK, P., et al. Úhelníky s prolisem ve spojích dřevěných prvků. In: MATUŠKA, T., ed. Sympozium Energeticky efektivní budovy 2015. Sympozium Energeticky efektivní budovy 2015. Buštěhrad, 15.10.2015. Praha: Společnost pro techniku prostředí. 2015, s. 149-154. 1. vydání. ISBN 978-80-02-02615-0</p
V současnosti se použití dřeva jako stavebního materiálů dostává stále více do popředí zájmu. Při na...
This paper presents results of the experimental determination of the load-bearing capacity of struc...
Dowel-type steel to timber connections are commonly used in timber structure. The load carrying capa...
The paper presents load-bearing capacity calculation methods for timber elements connections by angl...
There is a significant possibility of improving the load bearing capacities calculated according to ...
There is a significant possibility of improving the load bearing capacities calculated according to ...
This paper deals with the load-carrying capacity calculation of laterally loaded metal dowel type co...
This paper demonstrates the results of experimental determination of load bearing capacity of struc...
The paper deals with the analysis of the load-carrying capacity of a timber semi-rigid connection cr...
This paper demonstrates the results of experimental determination of load-bearing capacity of struct...
This paper demonstrates the results of experimental determination of load bearing capacity of struct...
There is a significant difference between calculated load bearing capacities of three-dimensional na...
This paper demonstrates the results of experimental determination of load-bearing capacity of struct...
In order to maximize utilization, numerical simulations are gaining importance in the design of timb...
There is a significant possibility of improving the load bearing capacities calculated according to ...
V současnosti se použití dřeva jako stavebního materiálů dostává stále více do popředí zájmu. Při na...
This paper presents results of the experimental determination of the load-bearing capacity of struc...
Dowel-type steel to timber connections are commonly used in timber structure. The load carrying capa...
The paper presents load-bearing capacity calculation methods for timber elements connections by angl...
There is a significant possibility of improving the load bearing capacities calculated according to ...
There is a significant possibility of improving the load bearing capacities calculated according to ...
This paper deals with the load-carrying capacity calculation of laterally loaded metal dowel type co...
This paper demonstrates the results of experimental determination of load bearing capacity of struc...
The paper deals with the analysis of the load-carrying capacity of a timber semi-rigid connection cr...
This paper demonstrates the results of experimental determination of load-bearing capacity of struct...
This paper demonstrates the results of experimental determination of load bearing capacity of struct...
There is a significant difference between calculated load bearing capacities of three-dimensional na...
This paper demonstrates the results of experimental determination of load-bearing capacity of struct...
In order to maximize utilization, numerical simulations are gaining importance in the design of timb...
There is a significant possibility of improving the load bearing capacities calculated according to ...
V současnosti se použití dřeva jako stavebního materiálů dostává stále více do popředí zájmu. Při na...
This paper presents results of the experimental determination of the load-bearing capacity of struc...
Dowel-type steel to timber connections are commonly used in timber structure. The load carrying capa...