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Probabilistic Duration Estimation Model for High-Rise Structural Work

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dc.contributor.authorLee, Hyun-soo-
dc.contributor.authorShin, Jae-won-
dc.contributor.authorPark, Moonseo-
dc.contributor.authorRyu, Han-Guk-
dc.date.accessioned2013-01-22T00:58:46Z-
dc.date.available2013-01-22T00:58:46Z-
dc.date.issued2009-12-
dc.identifier.citationJOURNAL OF CONSTRUCTION ENGINEERING AND MANAGEMENT-ASCE; Vol.135, No.12, pp.1289-1298ko_KR
dc.identifier.issn0733-9364-
dc.identifier.urihttps://hdl.handle.net/10371/80911-
dc.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 beta probability distribution function. Thus, the probabilistic duration model is valid for 95% probability. Finally, a case study is conducted that confirms the model can be practically used to estimate more reliable and applicable probabilistic durations of structural work. Indeed, this model can assist schedulers and site workers by alerting them, at the beginning of a project, to project uncertainties that specifically pertain to structural work and the weather. Thus, the proposed model can enable personnel to easily amend, and increase the reliability of, the construction schedule at hand.ko_KR
dc.language.isoenko_KR
dc.publisherASCE-AMER SOC CIVIL ENGINEERSko_KR
dc.titleProbabilistic Duration Estimation Model for High-Rise Structural Workko_KR
dc.typeArticleko_KR
dc.contributor.AlternativeAuthor이현수-
dc.contributor.AlternativeAuthor신재원-
dc.contributor.AlternativeAuthor박문서-
dc.contributor.AlternativeAuthor류한국-
dc.identifier.doi10.1061/(ASCE)CO.1943-7862.0000105-
dc.citation.journaltitleJOURNAL OF CONSTRUCTION ENGINEERING AND MANAGEMENT-ASCE-
dc.description.tc0-
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