Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The Analysis on Performance of the Structure of Semi-Rigid Connection Steel Frame with Steel Deep Beam
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.
The Analysis on Performance of the Structure of Semi-Rigid Connection Steel Frame with Steel Deep Beam
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.
The Analysis on Performance of the Structure of Semi-Rigid Connection Steel Frame with Steel Deep Beam
Applied Mechanics and Materials ; 543-547 ; 3994-3997
24.03.2014
4 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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