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- W2382145437 abstract "Combined with the construction and the long-term monitoring project of the Qiandao Lake Bridge,the creep effect of long span concrete-filled steel tubular(CFST) arch bridge structure is discussed through measured data,the concept of the ratio of measurement and elastic calculation is proposed and then the long-term stressing condition and rule of the four-limb trellis type CFST arch structure are summarized according to that target analysis.In a word,these conclusions and analysis method provide beneficial reference either to the creep analysis of CFST arch structures or to the design of long span CFST arch bridge structures." @default.
- W2382145437 created "2016-06-24" @default.
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- W2382145437 date "2007-01-01" @default.
- W2382145437 modified "2023-09-24" @default.
- W2382145437 title "Research on Concrete Creep Effect of CFST Arch Rib Concrete of Qiandao Lake Bridge" @default.
- W2382145437 hasPublicationYear "2007" @default.
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