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- W2377531460 abstract "There are some differences between the Chinese seismic design code(GB 50011—2001) and Eurcode8(Design of structures for earthquake resistance-Part1-1:General rules,seismic actions and rules for buildings EC8) in the seismic design of steel structures.In this paper,some provisions about the seismic design of steel structures,including the seismic design objectives,site classifications,seismic design spectrum and the seismic force for moment resisting frames are compared.The results show that,based on the simplified treatment of site classifications and calculation methods of seismic force,for site type D and the I-shaped section moment resisting frames not higher than 50 m,the seismic force of column in EC8 is higher than that in chinese code,and the seismic force of beam in EC8 is 10%~40% lower than that in chinese code." @default.
- W2377531460 created "2016-06-24" @default.
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- W2377531460 date "2011-01-01" @default.
- W2377531460 modified "2023-09-23" @default.
- W2377531460 title "Comparison of seismic force between European and Chinese seismic design codes for steel structures" @default.
- W2377531460 hasPublicationYear "2011" @default.
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