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- W2360842983 abstract "Based on finite element theory,the 3 dimensional dynamic evaluation model of long-span X-style steel box-section arch bridge was created with large-mass method(LMM) and fixed arch foot method.Then its nonlinear time history seismic response was analyzed with a consideration of warping and shear deflections of box arches,so that the scientific reasonableness of LMM was verified.The checking computation proved that the structural system of the bridge was appropriate for the anti-seismic requirements.It was found,however,that the torsion and shear forces acting on some parts of the arch ribs were larger significantly,so that it should be suggested that both of them would be considered in design." @default.
- W2360842983 created "2016-06-24" @default.
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- W2360842983 date "2008-01-01" @default.
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- W2360842983 title "Methods of seismic response analysis of long span X-style steel box-section arch bridge" @default.
- W2360842983 hasPublicationYear "2008" @default.
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