Dynamic Site Layout Planning Model

atmire.migration.oldid737
dc.contributor.advisorRuwanpura, Janaka
dc.contributor.authorAbdel-Fattah, Aly
dc.date.accessioned2013-02-04T22:32:34Z
dc.date.available2013-06-15T07:01:49Z
dc.date.issued2013-02-04
dc.date.submitted2013en
dc.description.abstractThe site of construction is considered a resource like any other resource in a project and, as such, has to be managed in order to have maximum benefit. The placement of temporary facilities on-site is a key site-layout planning task. In dynamic congested sites, the locations of temporary facilities are changed frequently due to very limited space. This research proposes a model to help in the planning of an efficient dynamic-site layout. The model consists of commercial software programs which have been integrated to offer a complete solution. The problems associated with the planning of a dynamic, congested construction site are analyzed and the influencing factors for site layout are illustrated. The Unified Modeling Language (UML) is introduced to illustrate the model’s structure, its components and the interactions among them. The UML describes the activities during the model’s implementation, where the decisions must be made, and those involved in decision making. The computer model is divided into two main sections: the first uses the special purpose simulation (Simphony) to help the planner identify the required number of temporary facilities. The second section provides the effective placement of the temporary facilities on the construction site, for which Microsoft Access maintains the information libraries for the construction site and the required temporary facilities. Fuzzy applications are developed to assess the weight parameter for the relation between the temporary facilities. The Visual Basic for Application (VBA) module is implemented to transfer construction-site information between AutoCAD, Simphony and Microsoft Access.. For optimization research, Genetic Algorithm (GA) is used to find the near-best solution for placing the temporary facilities at site where the weight between temporary facilities is used as the fitness function. The module feature in the Microsoft access is used to implement the Genetic Algorithm which facilitates the connection between the GA and Microsoft Access libraries .The final chosen solution is shown on the AutoCAD site-layout drawing. Different scenarios can be produced to allow the planner to choose the one which adopts the most requirements. The model has a highly-usable interface, with the objectives that no special training will be required.en_US
dc.identifier.citationAbdel-Fattah, A. (2013). Dynamic Site Layout Planning Model (Doctoral thesis, University of Calgary, Calgary, Canada). Retrieved from https://prism.ucalgary.ca. doi:10.11575/PRISM/25762en_US
dc.identifier.doihttp://dx.doi.org/10.11575/PRISM/25762
dc.identifier.urihttp://hdl.handle.net/11023/545
dc.language.isoeng
dc.publisher.facultyGraduate Studies
dc.publisher.institutionUniversity of Calgaryen
dc.publisher.placeCalgaryen
dc.rightsUniversity of Calgary graduate students retain copyright ownership and moral rights for their thesis. You may use this material in any way that is permitted by the Copyright Act or through licensing that has been assigned to the document. For uses that are not allowable under copyright legislation or licensing, you are required to seek permission.
dc.subjectEngineering--Civil
dc.subject.classificationConstruction site planningen_US
dc.subject.classificationGenetic Algorithmen_US
dc.subject.classificationModelen_US
dc.titleDynamic Site Layout Planning Model
dc.typedoctoral thesis
thesis.degree.disciplineCivil Engineering
thesis.degree.grantorUniversity of Calgary
thesis.degree.nameDoctor of Philosophy (PhD)
ucalgary.item.requestcopytrue
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