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contributor authorC. M. Tam
contributor authorArthur W. T. Leung
contributor authorD. K. Liu
date accessioned2017-05-08T21:12:58Z
date available2017-05-08T21:12:58Z
date copyrightJanuary 2002
date issued2002
identifier other%28asce%290887-3801%282002%2916%3A1%2876%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43088
description abstractAccuracy in estimating activity duration is one of the key prerequisites for successful construction planning. Efficient material transportation plays an important role in reducing costs and time. Time measurement and work-study techniques can provide good estimation of activity duration, but forming the databank for various conditions is expensive. The use of empirical models has been developed as an alternative to overcome the deficiency while maintaining a reasonable accuracy. In this research traditional linear regression models and nonlinear neural network models have been developed for predicting hoisting times of a tower crane. It is found that nonlinear neural network models can achieve higher accuracy. However, planners may find that the regression models, which describe the relationship between the variables in more simplistic terms, could allow them to shorten the hoisting times by manipulating the input variables. The results and the merits of the models are discussed.
publisherAmerican Society of Civil Engineers
titleNonlinear Models for Predicting Hoisting Times of Tower Cranes
typeJournal Paper
journal volume16
journal issue1
journal titleJournal of Computing in Civil Engineering
identifier doi10.1061/(ASCE)0887-3801(2002)16:1(76)
treeJournal of Computing in Civil Engineering:;2002:;Volume ( 016 ):;issue: 001
contenttypeFulltext


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