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dc.contributor.authorM. Cid Montoya
dc.contributor.authorF. Nieto
dc.contributor.authorS. Hernández
dc.contributor.authorA. Fontán
dc.contributor.authorJ. Á. Jurado
dc.contributor.authorA. Kareem
dc.date.accessioned2022-01-31T23:43:43Z
dc.date.available2022-01-31T23:43:43Z
dc.date.issued6/1/2021
dc.identifier.other%28ASCE%29BE.1943-5592.0001705.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270246
dc.description.abstractShape and size design of twin-box decks involves managing a number of highly sensitive deck features, including aerodynamic, stiffness, and mass properties, which leads to important and complex changes in the aeroelastic and structural performance of the bridge. This design problem is addressed in this study by recasting it as an aero-structural optimization problem. A generic short gap twin-box bridge is optimized considering 164 shape and size design variables and 2,753 design constraints. The proposed methodology obtains sustainable and economical optimum designs by minimizing the required amount of material to build the bridge, while meeting the performance and safety requirements in the structural and flutter design constraints. Furthermore, parametric studies provide very valuable information to better understand the role of different design variables on flutter. It has been found that the gap size plays an important role in managing the flutter requirements in the design process.
dc.publisherASCE
dc.titleAero-structural Optimization of Streamlined Twin-Box Deck Bridges with Short Gap Considering Flutter
dc.typeJournal Paper
dc.journal.volume26
dc.journal.issue6
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)BE.1943-5592.0001705
dc.journal.fristpage04021028-1
dc.journal.lastpage04021028-19
dc.page19
dc.treeJournal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 006
dc.contenttypeFulltext


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