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contributor authorHyun-soo Lee
contributor authorJae-won Shin
contributor authorMoonseo Park
contributor authorHan-Guk Ryu
date accessioned2017-05-08T21:39:00Z
date available2017-05-08T21:39:00Z
date copyrightDecember 2009
date issued2009
identifier other%28asce%29co%2E1943-7862%2E0000110.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/58251
description abstractThe duration of a construction project is a key factor to consider before starting a new project, as it can determine project success or failure. Despite the high level of uncertainty and risk involved in construction, current construction planning relies on traditional deterministic scheduling methods that cannot clearly ascertain the level of uncertainty involved in a project. This, subsequently, can prolong a project’s duration, particularly when that project is high-rise structural work, which is not yet a common project type in Korea. Indeed, among construction processes, structural work is notable, as it is basically performed outdoors. Thus, no matter how precisely a schedule is developed, such projects can easily fail due to unexpected events that are beyond the planner’s control, such as changes in weather conditions. Therefore, in this study, to cope with the uncertainties involved in high-rise building projects, a probabilistic duration estimation model is developed in which both weather conditions and work cycle time for unit work are considered to predict structural work duration. According to the proposed estimation model, weather variables are divided into two types: weather conditions that result in nonworking days and weather conditions that result in work productivity rate (WPR) change. Obtained from actual previous data, the WPR is used with relevant nonworking day weather conditions to modify the actual number of working days per calendar days. Furthermore, on the basis of previous research results, the cycle time of the unit work area is assumed to follow the
publisherAmerican Society of Civil Engineers
titleProbabilistic Duration Estimation Model for High-Rise Structural Work
typeJournal Paper
journal volume135
journal issue12
journal titleJournal of Construction Engineering and Management
identifier doi10.1061/(ASCE)CO.1943-7862.0000105
treeJournal of Construction Engineering and Management:;2009:;Volume ( 135 ):;issue: 012
contenttypeFulltext


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