Flexible Scheduling for Construction Projects

A Master of Science thesis in Engineering Systems Management by Mohammad Fahmi Saleh Saleh entitled, "Flexible Scheduling for Construction Projects," submitted in January 2012. Available are both soft and hard copies of the thesis.

محفوظ في:
التفاصيل البيبلوغرافية
المؤلف الرئيسي: Saleh, Mohammad Fahmi Saleh (author)
التنسيق: doctoralThesis
منشور في: 2012
الموضوعات:
الوصول للمادة أونلاين:http://hdl.handle.net/11073/2759
الوسوم: إضافة وسم
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author Saleh, Mohammad Fahmi Saleh
author_facet Saleh, Mohammad Fahmi Saleh
author_role author
dc.contributor.none.fl_str_mv El-Sayegh, Sameh
dc.creator.none.fl_str_mv Saleh, Mohammad Fahmi Saleh
dc.date.none.fl_str_mv 2012-01-23T06:25:21Z
2012-01-23T06:25:21Z
2012-01
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.identifier.none.fl_str_mv 35.232-2012.02
http://hdl.handle.net/11073/2759
dc.language.none.fl_str_mv en_US
dc.subject.none.fl_str_mv CPM
construction
system
management
Building
Superintendence
Critical path analysis
Production scheduling
dc.title.none.fl_str_mv Flexible Scheduling for Construction Projects
dc.type.none.fl_str_mv info:eu-repo/semantics/publishedVersion
info:eu-repo/semantics/doctoralThesis
description A Master of Science thesis in Engineering Systems Management by Mohammad Fahmi Saleh Saleh entitled, "Flexible Scheduling for Construction Projects," submitted in January 2012. Available are both soft and hard copies of the thesis.
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network_acronym_str aus
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oai_identifier_str oai:repository.aus.edu:11073/2759
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spelling Flexible Scheduling for Construction ProjectsSaleh, Mohammad Fahmi SalehCPMconstructionsystemmanagementBuildingSuperintendenceCritical path analysisProduction schedulingA Master of Science thesis in Engineering Systems Management by Mohammad Fahmi Saleh Saleh entitled, "Flexible Scheduling for Construction Projects," submitted in January 2012. Available are both soft and hard copies of the thesis.A successful project schedule is one of the prime keys to project success. The Critical Path Method (CPM) determines a rigid timeline of activities' execution ignoring resource related issues. Many techniques were developed to enhance CPM performance by taking advantage of the limited allowable flexibility that CPM provides. Resource allocation techniques assume limited resource availability and adjust the CPM schedule accordingly. Such practices will likely result in extended project duration which might not be so convenient to stakeholders. Where time is set as the sole constraint of a project, resource leveling techniques were developed to enhance the shape of the resource histogram by reducing its variations. Current resource leveling techniques took advantage of the only allowable flexibility provided by CPM - moving non-critical activities within available float. Researchers explored more options to further enhance resource leveling by taking into account activity splitting and using different computational approaches to enhance the computing time. This research proposes new enhancements to CPM in order to explore more options in construction scheduling. The proposed approach introduces variability in the CPM schedule by allowing each activity to experience different scenarios of resource loading and working hours. Besides, the consequential changes in durations, productivity-related lags, and productivity losses are taken into consideration, In addition, movements within available lags are included in the model as well. As each activity duration and resources are allowed to vary based on available scenarios, associated productivity losses are calculated to assure effectiveness of the solution. The model tries all the possible combinations of scenarios and finds the best fit for different objectives. III each objective targeted, many cost aspects of the projects are taken into consideration such as hiring/firing, liquidated damages, incentives, overhead and labor cost. This approach is modeled in Excel and solved using an add-in that solves non-linear integer problems called "What'sBest". The results of this approach reflected new trade-offs in construction scheduling for different objectives. With resource leveling, the approach could achieve histograms with fewer variations, if not perfectly leveled, in exchange of marginal additional cost and less efficiency of workers. For resource allocation, the model outperforms the classical techniques resource allocation by attaining shorter schedules, smoother histograms, and lower overall project cost. The model also reflected better results in cost optimization and cost optimization with resource constraints. In other words, a new hi-polar trade-off is introduced among time, cost, and efficiency. This approach is referred to as "Flexible Scheduling".College of EngineeringDepartment of Industrial EngineeringMaster of Science in Engineering Systems Management (MSESM)El-Sayegh, Sameh2012-01-23T06:25:21Z2012-01-23T06:25:21Z2012-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/doctoralThesisapplication/pdfapplication/pdf35.232-2012.02http://hdl.handle.net/11073/2759en_USoai:repository.aus.edu:11073/27592025-06-26T12:20:46Z
spellingShingle Flexible Scheduling for Construction Projects
Saleh, Mohammad Fahmi Saleh
CPM
construction
system
management
Building
Superintendence
Critical path analysis
Production scheduling
status_str publishedVersion
title Flexible Scheduling for Construction Projects
title_full Flexible Scheduling for Construction Projects
title_fullStr Flexible Scheduling for Construction Projects
title_full_unstemmed Flexible Scheduling for Construction Projects
title_short Flexible Scheduling for Construction Projects
title_sort Flexible Scheduling for Construction Projects
topic CPM
construction
system
management
Building
Superintendence
Critical path analysis
Production scheduling
url http://hdl.handle.net/11073/2759