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- W531707 abstract "Publisher Summary The use of curved box girder bridges in interchanges of modern highway systems has become increasingly popular for economic and esthetic considerations. Composite concrete deck-steel box girder bridges may take the form of single-cell, multi-cell, and multiple-spines. They provide considerable flexural and torsional strengths to resist the applied loads. This chapter discusses three types of curved box-girder bridges of the same material content—namely, braced multi-cell bridge, multiple-spine bridge with internal bracings, and multiple-spine bridge with internal and external bracings among boxes. The finite-element method is used to model the bridges. Shell elements are used to model the concrete deck slab, steel cells, and end diaphragms; while three-dimensional beam elements are used to model top steel flanges and cross-bracings. Comparison of the theoretical values of selected structural quantities, such as support reactions, tangential stresses, and overall load carrying capacity, are presented for the three types of bridges. A comparison of the dynamic characteristics, natural frequencies, and corresponding mode shapes of such bridges is also presented in the chapter. The chapter concludes that curved bridge of cellular cross-section is the most economic section to resist applied loads." @default.
- W531707 created "2016-06-24" @default.
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- W531707 date "2001-01-01" @default.
- W531707 modified "2023-10-17" @default.
- W531707 title "Comparative Structural Behaviour of Multi-Cell and Multiple-Spine Box Girder Bridges" @default.
- W531707 doi "https://doi.org/10.1016/b978-008043948-8/50062-x" @default.
- W531707 hasPublicationYear "2001" @default.
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