contributor author | Mohamed Marzouk | |
contributor author | Hisham Said | |
contributor author | Moheeb El-Said | |
date accessioned | 2017-05-08T21:25:43Z | |
date available | 2017-05-08T21:25:43Z | |
date copyright | March 2008 | |
date issued | 2008 | |
identifier other | %28asce%291084-0702%282008%2913%3A2%28122%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/51104 | |
description abstract | Construction 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. | |
publisher | American Society of Civil Engineers | |
title | Special-Purpose Simulation Model for Balanced Cantilever Bridges | |
type | Journal Paper | |
journal volume | 13 | |
journal issue | 2 | |
journal title | Journal of Bridge Engineering | |
identifier doi | 10.1061/(ASCE)1084-0702(2008)13:2(122) | |
tree | Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 002 | |
contenttype | Fulltext | |