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contributor authorYasir I. Musa
contributor authorManuel A. Diaz
date accessioned2017-05-08T21:22:57Z
date available2017-05-08T21:22:57Z
date copyrightAugust 2007
date issued2007
identifier other%28asce%291084-0680%282007%2912%3A3%28146%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49262
description abstractComposite girders consisting of concrete deck on built-up girders are frequently used in bridge construction for their economic advantages. The use of composite girders results in a very economical design. Additional savings can be obtained in design and material costs for some members by automating design approaches based on optimization techniques. This paper describes the use of EXCEL Solver to find the minimum weight for a composite trapezoidal box cross section for a two lane bridge. Design aid tables were generated for structural steel Grades 250, 345, 485, and
publisherAmerican Society of Civil Engineers
titleDesign Optimization of Composite Steel Box Girder in Flexure
typeJournal Paper
journal volume12
journal issue3
journal titlePractice Periodical on Structural Design and Construction
identifier doi10.1061/(ASCE)1084-0680(2007)12:3(146)
treePractice Periodical on Structural Design and Construction:;2007:;Volume ( 012 ):;issue: 003
contenttypeFulltext


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