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- W2367238985 abstract "In this paper,experimental study has been done on beam-column welded joint of Hangzhou International Conference Center.In the design of experiment,a numerical simulation through finite element method has been done to compare the real load and simplified load.Through the 1/3 scale model experiment the strain of externally considered points and the deformation of the whole beam-column joint are tested.The teseed stress show that the strength of joint can meet the requirement of 3 times of design load.The FEM analysis model is also performed to compute the stress at the same point.Through the comparison between the calculated values and the tested values,it is shown that both of the values match well.Then,the stresses of the corresponding points can be calculated through the relationships of them.On this condition the internal stress distribution can be deduced by the FEM results.Finally,combining the test and the analysis,the mechanical behavior of the beam-column joint is revealed,as well as the safety of the joint is assessed.The beam-column joint in steel frame of Hangzhou International Conference Center is safe and reliable,and it has ample strength reservation.The corresponding results can be used as references for similar structures." @default.
- W2367238985 created "2016-06-24" @default.
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- W2367238985 date "2008-01-01" @default.
- W2367238985 modified "2023-09-28" @default.
- W2367238985 title "Experimental Design and Analysis on Welded Joint of Hangzhou International Conference Center" @default.
- W2367238985 hasPublicationYear "2008" @default.
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