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contributor authorMohamed Marzouk
contributor authorHisham Said
contributor authorMoheeb El-Said
date accessioned2017-05-08T21:25:43Z
date available2017-05-08T21:25:43Z
date copyrightMarch 2008
date issued2008
identifier other%28asce%291084-0702%282008%2913%3A2%28122%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51104
description abstractConstruction of bridges’ decks involves different types of resources that interact in a cyclic manner. Further, the construction operation inherits uncertainties and a variety of demands. Contractors have to select the construction method that suits project constraints including: project conditions, technical, financial, and time constraints. There are several construction methods that can be used to construct bridges’ decks. This paper presents a special-purpose simulation model that aids government agencies and/or their representative in planning the construction of bridges’ decks using cast-in-place and precast balanced cantilever techniques. The pouring of concrete in cast-in-place balanced cantilever techniques can be executed either by using pump station and pump line, or truck mixers, whereas, the precast balanced cantilever technique is carried out using two methods: (1) placement by an independent lifting apparatus; and (2) placement with the help of a beam and winch carried by the bridge deck itself. The developments made to model these methods are detailed in the paper. The proposed special purpose simulation model utilizes STROBOSCOPE as a simulation engine and is coded utilizing Visual Basic 6.0. All actual project data are fed to the developed model in order to carry out the what-if analysis.
publisherAmerican Society of Civil Engineers
titleSpecial-Purpose Simulation Model for Balanced Cantilever Bridges
typeJournal Paper
journal volume13
journal issue2
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(2008)13:2(122)
treeJournal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 002
contenttypeFulltext


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