Semi-rigid operation of connection in timber engineering

11th International Scientific Conference of Civil and Environmental Engineering for PhD. Students and Young Scientists

土木建筑工程;生态环境科学

Neusch, M.^1 ; Sandanus, J.^1 ; Sógel, K.^1

Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Steel and Timber Structures, Slovakia^1

关键词: Calculation process;    Computational model;    Load distributions;    Loadbearing structure;    Semi-rigid;    Semi-rigid behaviour;    Timber engineering;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/566/1/012024/pdf
DOI  :  10.1088/1757-899X/566/1/012024

来源: IOP

【 摘 要 】

Consideration the semi-rigid behaviour of connections is an essential part of the modern way of the design of timber load-bearing structures. The computational models using the finite element method allow us to easily replace the use hinge operation with the appropriate stiffnesses of connections in the design. Taking the stiffness of the joint into consideration can have a significant influence on the load distribution and on the stiffness of the object as a whole. The paper contains the calculation process of the stiffness of selected connections. The mentioned stiffnesses could be used in modelling of timber load-bearing structures.