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- W2385147451 abstract "Based on ANSYS finite element software,the performance of connections and the nonlinearities of geometry and material are considered,and the nonlinear finite element analysis of a steel frame with semi-rigid connections of top and seat angles with double web angles is conducted.The natural period of vibration,shear forces,displacements,accelerations of floors as well as the hysteresis loops of the steel-frame semi-rigid connection are obtained.The numerical results are compared with pseudo-dynamic experimental results,they are consistent well each other.The influence of semi-rigid connection's flexibility on the steel frame is also explored,which provides some references for the design of a steel frame with semi-rigid connections and the amendment of the specification of the Steel structure in the future." @default.
- W2385147451 created "2016-06-24" @default.
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- W2385147451 date "2011-01-01" @default.
- W2385147451 modified "2023-09-23" @default.
- W2385147451 title "STUDY ON DYNAMIC CHARACTERISTIC OF THE STEEL FRAMES WITH SEMI-RIGID CONNECTION OF TOP AND SEAT ANGLES WITH DOUBLE WEB ANGLE" @default.
- W2385147451 hasPublicationYear "2011" @default.
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