ABSTRACT
ABSTRACT: The paper describes the procedure for developing of component prediction model of end plate joints under cyclic loading for the mixed building technology. Three components of the steel to concrete end plate connection were observed experimentally under repeated loading: the concrete in compression and end plate in bending, the bolt in tension and end plate in bending and end plates in bending and bolts in tension. A component model for repeated loading was developed taking into account the existing knowledge of base plate behaviour as well as published tests. The model was verified on published test results and is ready for application in practice using a complex prediction as well as for developing the simplified one taking into account the static loading only as an envelope of the behaviour.
