The research of the behavior of the rigidity connections between columns in industrial buildings under the influence of temperature variation, earthquake and wind

In this study, there are the research results of the stress conditions under the influence of temperature variations in rigidity shear members between columns having different constructive formations. Here, the connections are conveyed that characterize the variation of internal forces resulting from temperature variations in rigidity shear members related to the length and height of the structural system. Principles are investigated in order to be able to calculate the earthquake and wind loads of rigidity shear by taking the combinations with the loads resulting from the temperature variation into consideration.