To study the seismic behavior and influencing factors of prefabricated steel frame composite joints, cyclic loading tests of two groups of scaled specimens were carried out, and the refined numerical model was established and its validity was verified. The failure mode, hysteretic behavior and moment-rotation curve of composite joints and pure steel joints were compared, and the influence of composite slab on the mechanical properties of joints was summarized. At the same time, the parameters of the key components were selected as variables to study the changing law of the stress properties of the joints. The results indicate that the main failure modes of the overhanging end plate connection are end plate yield, bolt breakage and stiffener buckling, and the composite joints will also have local crushing of composite slab. The factors that significantly affect the bearing capacity and initial rotational stiffness of joints include the thickness of end plate, the setting of end plate stiffener, the extension of end plate, the strength of steel, the thickness of slab and the diameter of steel bars. In addition, the shape of end plate stiffeners has obvious influence on the stress distribution of joints. Finally, the calculation model of the overhanging end plate connection composite joint's initial rotational stiffness was proposed, and the stiffness superposition method was used to consider the bending stiffness of the end plate. At the same time, its reliability and high accuracy were verified, which was of great significance to engineering application.
Study on Seismic Behavior and Influencing Factors of Composite Connection in Moment-resisting Steel Frame
KSCE J Civ Eng
KSCE Journal of Civil Engineering ; 27 , 3 ; 1093-1106
2023-03-01
14 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Post-Earthquake Fire performance-based behavior of unprotected moment resisting 2D steel frames
Springer Verlag | 2014
|SBC-based assessment of shear wall quantity in moment resisting frame buildings
Springer Verlag | 2014
|Post-Earthquake Fire performance-based behavior of unprotected moment resisting 2D steel frames
Online Contents | 2015
|Damage quantification of steel moment resisting frames using ductility parameters
Springer Verlag | 2013
|SBC-based assessment of shear wall quantity in moment resisting frame buildings
Online Contents | 2015
|