Show simple item record

contributor authorKris G. Mattila
contributor authorAmy Park
date accessioned2017-05-08T20:35:42Z
date available2017-05-08T20:35:42Z
date copyrightFebruary 2003
date issued2003
identifier other%28asce%290733-9364%282003%29129%3A1%2856%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20632
description abstractVarious linear scheduling techniques have been proposed over the years. The limitations on these techniques have been the inability to determine critical activities. Contractors and departments of transportation have identified this need. Recently two different methods have been proposed—the linear scheduling model and the repetitive scheduling method. This paper discusses basic linear scheduling techniques and then the calculation of critical activities of basic linear scheduling elements using the two methods. The results of the two techniques are compared.
publisherAmerican Society of Civil Engineers
titleComparison of Linear Scheduling Model and Repetitive Scheduling Method
typeJournal Paper
journal volume129
journal issue1
journal titleJournal of Construction Engineering and Management
identifier doi10.1061/(ASCE)0733-9364(2003)129:1(56)
treeJournal of Construction Engineering and Management:;2003:;Volume ( 129 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record