Abstract
Through the finite element simulation of semi-rigid connection steel frame with steel deep beam under horizontal cyclic loading,by changing the parameters such as the thickness of end platedepth-thickness ratio of deep beam, we can obtained the load-displacement curveslateral stiffness of the structure the yield capacity and the ultimate capacity.The results show that: semi-rigid joints deformed not obvious during the entire loading process because of the set of the deep beam;semi-rigid connection steel frame with steel deep beam effective control of the lateral structure, reducing the ductility of the structure of nodes required;this type of structure has good energy dissipation capacity under cyclic loading, ductility and stable hysteretic behavior.
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