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- W2392679837 abstract "Flange-plate connection is a common solution of splicing steel tubular structure.Up to now,many foreign scholars studied on tensile capacity of flange-plate connections and put forward some design methods,but they don't do much analysis on flexural capacity of flange-plate connections.There are some design codes inland which also contain design formulas about flange-plate connections under axial load and bending load,while they have notable spots and need improvement.This paper summarizes existing design methods and codes,and makes design examples according to flange-plates' four basic types.The computing results are compared with each other and related analysis is done.It turns out that the design methods put forward by GOU Xingwen etc.for flange-plate connections under axial load and by the author of this paper for flange-plate connections under bending load can offer better results and provide references for related design." @default.
- W2392679837 created "2016-06-24" @default.
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- W2392679837 date "2012-01-01" @default.
- W2392679837 modified "2023-09-22" @default.
- W2392679837 title "Comparative study on existing design methods for flange-plate connections of steel tubular structures" @default.
- W2392679837 hasPublicationYear "2012" @default.
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