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contributor authorH. Randolph Thomas
contributor authorIvica Završki
date accessioned2017-05-08T22:40:21Z
date available2017-05-08T22:40:21Z
date copyrightSeptember 1999
date issued1999
identifier other%28asce%290733-9364%281999%29125%3A5%28295%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85879
description abstractIn this paper, the theoretical basis for construction labor productivity measurement is presented. In particular, the theoretical basis for baseline productivity measurements is developed by examining a productivity database consisting of 23 projects involving masonry construction. An important hypothesis is presented showing that as the design becomes more complex, the baseline productivity worsens. It is also hypothesized that higher values of the coefficient of variation indicates a higher variability in management and craft skills and in the use of technology. Two measures are proposed to measure the performance of individual projects: The disruption index and the project management index. These two measures identify the best and worst performing projects. Cumulative probability distributions of the disruption index and the project management index were also developed to evaluate the 23-project database and compare it with other databases. The hypotheses developed from the 23-masonry project database were tested against an 8-project database of concrete formwork and a 12-project database of structural steel erection. Strong support for each hypothesis was found using the two additional databases.
publisherAmerican Society of Civil Engineers
titleConstruction Baseline Productivity: Theory and Practice
typeJournal Paper
journal volume125
journal issue5
journal titleJournal of Construction Engineering and Management
identifier doi10.1061/(ASCE)0733-9364(1999)125:5(295)
treeJournal of Construction Engineering and Management:;1999:;Volume ( 125 ):;issue: 005
contenttypeFulltext


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