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- W2366585975 abstract "The seismic performance of the steel moment connection with welded haunch(SMCWH) can be much improved compared with the connection without welded haunch.Firstly,a finite element model of SMCWH is established and the stress distribution is analysed for the SMCWH subjected to ground motions.A new simplified model is developed to calculate the SMCWH.The result of new model is compared with the finite element analysis results and past model results.The load carrying mechanism of SMCWH is discussed based on the new simplified model.It can be concluded that the simplified model is simply and reliable to use in practice.The span-depth ratio has an important effect on the seismic perfomance of SMCWH.the welded haunch is not applicable for all moment connections.In this paper,the applicable range is provided.The welded haunch can improve the seismic performance of steel connections by moving plastic hinge away from the groove weld between the beam flanges and the column flange only for SMCWH within the range.For SMCWH out of the range,the welded haunch can not prevent brittle fracture in or around the groove weld between the beam flanges and the column flanges,though the position of brittle fracture changed to the groove weld of beam top flange." @default.
- W2366585975 created "2016-06-24" @default.
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- W2366585975 date "2010-01-01" @default.
- W2366585975 modified "2023-09-24" @default.
- W2366585975 title "Seismic performance of steel moment connection with welded haunch" @default.
- W2366585975 hasPublicationYear "2010" @default.
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