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contributor authorCristiano Maio
contributor authorCliff Schexnayder
contributor authorKraig Knutson
contributor authorSandra Weber
date accessioned2017-05-08T22:41:17Z
date available2017-05-08T22:41:17Z
date copyrightJuly 2000
date issued2000
identifier other%28asce%290733-9364%282000%29126%3A4%28285%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86501
description abstractThe need for reliable simulation systems has been discussed and recognized by many researchers. At the same time researchers have recognized that the quality of a simulation model's results are strictly related to the quality of the input probability distribution functions. The data used in this research were acquired from the Atkinson-Washington-Zachry joint venture on the Eastside Reservoir Project in California. The data were analyzed using BestFit software to obtain the parameters of the theoretical distribution functions that best described the field data set. The research validated previous warnings about the influence of the class interval decision on the selection of a distribution function when the chi-square fitting test is utilized. A second issue of importance that was encountered was the reliability of goodness-of-fit tests when dealing with large data sets.
publisherAmerican Society of Civil Engineers
titleProbability Distribution Functions for Construction Simulation
typeJournal Paper
journal volume126
journal issue4
journal titleJournal of Construction Engineering and Management
identifier doi10.1061/(ASCE)0733-9364(2000)126:4(285)
treeJournal of Construction Engineering and Management:;2000:;Volume ( 126 ):;issue: 004
contenttypeFulltext


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