Estimation Of Task Completion Times With The Use Of The PERT Method On The Example Of A Real Construction Project
The article presents briefly several methods of working time estimation. However, three methods of task duration assessment have been selected to investigate working time in a real construction project using the data collected from observing workers laying terrazzo flooring in staircases. The first...
Ausführliche Beschreibung
Autor*in: |
Plebankiewicz E. [verfasserIn] Juszczyk M. [verfasserIn] Malara J. [verfasserIn] |
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E-Artikel |
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Sprache: |
Englisch |
Erschienen: |
2015 |
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Übergeordnetes Werk: |
In: Archives of Civil Engineering - Polish Academy of Sciences, 2018, 61(2015), 3, Seite 51-62 |
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Übergeordnetes Werk: |
volume:61 ; year:2015 ; number:3 ; pages:51-62 |
Links: |
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DOI / URN: |
10.1515/ace-2015-0024 |
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Katalog-ID: |
DOAJ028955846 |
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10.1515/ace-2015-0024 doi (DE-627)DOAJ028955846 (DE-599)DOAJ7144818721154a39ba9fa22c1b5af5fa DE-627 ger DE-627 rakwb eng TA1-2040 Plebankiewicz E. verfasserin aut Estimation Of Task Completion Times With The Use Of The PERT Method On The Example Of A Real Construction Project 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The article presents briefly several methods of working time estimation. However, three methods of task duration assessment have been selected to investigate working time in a real construction project using the data collected from observing workers laying terrazzo flooring in staircases. The first estimation has been done by calculating a normal and a triangular function. The next method, which is the focus of greatest attention here, is PERT. The article presents a way to standardize the results and the procedure algorithm allowing determination of the characteristic values for the method. Times to perform every singular component sub-task as well as the whole task have been defined for the collected data with the reliability level of 85%. The completion time of the same works has also been calculated with the use of the KNR. The obtained result is much higher than the actual time needed for execution of the task calculated with the use of the previous method. The authors argue that PERT is the best method of all three, because it takes into account the randomness of the entire task duration and it can be based on the actual execution time known from research. PERT method working time Metoda PERT czas pracy Engineering (General). Civil engineering (General) Juszczyk M. verfasserin aut Malara J. verfasserin aut In Archives of Civil Engineering Polish Academy of Sciences, 2018 61(2015), 3, Seite 51-62 (DE-627)656572825 (DE-600)2604798-6 23003103 nnns volume:61 year:2015 number:3 pages:51-62 https://doi.org/10.1515/ace-2015-0024 kostenfrei https://doaj.org/article/7144818721154a39ba9fa22c1b5af5fa kostenfrei http://www.degruyter.com/view/j/ace.2015.61.issue-3/ace-2015-0024/ace-2015-0024.xml?format=INT kostenfrei https://doaj.org/toc/1230-2945 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 61 2015 3 51-62 |
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10.1515/ace-2015-0024 doi (DE-627)DOAJ028955846 (DE-599)DOAJ7144818721154a39ba9fa22c1b5af5fa DE-627 ger DE-627 rakwb eng TA1-2040 Plebankiewicz E. verfasserin aut Estimation Of Task Completion Times With The Use Of The PERT Method On The Example Of A Real Construction Project 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The article presents briefly several methods of working time estimation. However, three methods of task duration assessment have been selected to investigate working time in a real construction project using the data collected from observing workers laying terrazzo flooring in staircases. The first estimation has been done by calculating a normal and a triangular function. The next method, which is the focus of greatest attention here, is PERT. The article presents a way to standardize the results and the procedure algorithm allowing determination of the characteristic values for the method. Times to perform every singular component sub-task as well as the whole task have been defined for the collected data with the reliability level of 85%. The completion time of the same works has also been calculated with the use of the KNR. The obtained result is much higher than the actual time needed for execution of the task calculated with the use of the previous method. The authors argue that PERT is the best method of all three, because it takes into account the randomness of the entire task duration and it can be based on the actual execution time known from research. PERT method working time Metoda PERT czas pracy Engineering (General). Civil engineering (General) Juszczyk M. verfasserin aut Malara J. verfasserin aut In Archives of Civil Engineering Polish Academy of Sciences, 2018 61(2015), 3, Seite 51-62 (DE-627)656572825 (DE-600)2604798-6 23003103 nnns volume:61 year:2015 number:3 pages:51-62 https://doi.org/10.1515/ace-2015-0024 kostenfrei https://doaj.org/article/7144818721154a39ba9fa22c1b5af5fa kostenfrei http://www.degruyter.com/view/j/ace.2015.61.issue-3/ace-2015-0024/ace-2015-0024.xml?format=INT kostenfrei https://doaj.org/toc/1230-2945 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 61 2015 3 51-62 |
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10.1515/ace-2015-0024 doi (DE-627)DOAJ028955846 (DE-599)DOAJ7144818721154a39ba9fa22c1b5af5fa DE-627 ger DE-627 rakwb eng TA1-2040 Plebankiewicz E. verfasserin aut Estimation Of Task Completion Times With The Use Of The PERT Method On The Example Of A Real Construction Project 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The article presents briefly several methods of working time estimation. However, three methods of task duration assessment have been selected to investigate working time in a real construction project using the data collected from observing workers laying terrazzo flooring in staircases. The first estimation has been done by calculating a normal and a triangular function. The next method, which is the focus of greatest attention here, is PERT. The article presents a way to standardize the results and the procedure algorithm allowing determination of the characteristic values for the method. Times to perform every singular component sub-task as well as the whole task have been defined for the collected data with the reliability level of 85%. The completion time of the same works has also been calculated with the use of the KNR. The obtained result is much higher than the actual time needed for execution of the task calculated with the use of the previous method. The authors argue that PERT is the best method of all three, because it takes into account the randomness of the entire task duration and it can be based on the actual execution time known from research. PERT method working time Metoda PERT czas pracy Engineering (General). Civil engineering (General) Juszczyk M. verfasserin aut Malara J. verfasserin aut In Archives of Civil Engineering Polish Academy of Sciences, 2018 61(2015), 3, Seite 51-62 (DE-627)656572825 (DE-600)2604798-6 23003103 nnns volume:61 year:2015 number:3 pages:51-62 https://doi.org/10.1515/ace-2015-0024 kostenfrei https://doaj.org/article/7144818721154a39ba9fa22c1b5af5fa kostenfrei http://www.degruyter.com/view/j/ace.2015.61.issue-3/ace-2015-0024/ace-2015-0024.xml?format=INT kostenfrei https://doaj.org/toc/1230-2945 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 61 2015 3 51-62 |
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10.1515/ace-2015-0024 doi (DE-627)DOAJ028955846 (DE-599)DOAJ7144818721154a39ba9fa22c1b5af5fa DE-627 ger DE-627 rakwb eng TA1-2040 Plebankiewicz E. verfasserin aut Estimation Of Task Completion Times With The Use Of The PERT Method On The Example Of A Real Construction Project 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The article presents briefly several methods of working time estimation. However, three methods of task duration assessment have been selected to investigate working time in a real construction project using the data collected from observing workers laying terrazzo flooring in staircases. The first estimation has been done by calculating a normal and a triangular function. The next method, which is the focus of greatest attention here, is PERT. The article presents a way to standardize the results and the procedure algorithm allowing determination of the characteristic values for the method. Times to perform every singular component sub-task as well as the whole task have been defined for the collected data with the reliability level of 85%. The completion time of the same works has also been calculated with the use of the KNR. The obtained result is much higher than the actual time needed for execution of the task calculated with the use of the previous method. The authors argue that PERT is the best method of all three, because it takes into account the randomness of the entire task duration and it can be based on the actual execution time known from research. PERT method working time Metoda PERT czas pracy Engineering (General). Civil engineering (General) Juszczyk M. verfasserin aut Malara J. verfasserin aut In Archives of Civil Engineering Polish Academy of Sciences, 2018 61(2015), 3, Seite 51-62 (DE-627)656572825 (DE-600)2604798-6 23003103 nnns volume:61 year:2015 number:3 pages:51-62 https://doi.org/10.1515/ace-2015-0024 kostenfrei https://doaj.org/article/7144818721154a39ba9fa22c1b5af5fa kostenfrei http://www.degruyter.com/view/j/ace.2015.61.issue-3/ace-2015-0024/ace-2015-0024.xml?format=INT kostenfrei https://doaj.org/toc/1230-2945 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 61 2015 3 51-62 |
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10.1515/ace-2015-0024 doi (DE-627)DOAJ028955846 (DE-599)DOAJ7144818721154a39ba9fa22c1b5af5fa DE-627 ger DE-627 rakwb eng TA1-2040 Plebankiewicz E. verfasserin aut Estimation Of Task Completion Times With The Use Of The PERT Method On The Example Of A Real Construction Project 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The article presents briefly several methods of working time estimation. However, three methods of task duration assessment have been selected to investigate working time in a real construction project using the data collected from observing workers laying terrazzo flooring in staircases. The first estimation has been done by calculating a normal and a triangular function. The next method, which is the focus of greatest attention here, is PERT. The article presents a way to standardize the results and the procedure algorithm allowing determination of the characteristic values for the method. Times to perform every singular component sub-task as well as the whole task have been defined for the collected data with the reliability level of 85%. The completion time of the same works has also been calculated with the use of the KNR. The obtained result is much higher than the actual time needed for execution of the task calculated with the use of the previous method. The authors argue that PERT is the best method of all three, because it takes into account the randomness of the entire task duration and it can be based on the actual execution time known from research. PERT method working time Metoda PERT czas pracy Engineering (General). Civil engineering (General) Juszczyk M. verfasserin aut Malara J. verfasserin aut In Archives of Civil Engineering Polish Academy of Sciences, 2018 61(2015), 3, Seite 51-62 (DE-627)656572825 (DE-600)2604798-6 23003103 nnns volume:61 year:2015 number:3 pages:51-62 https://doi.org/10.1515/ace-2015-0024 kostenfrei https://doaj.org/article/7144818721154a39ba9fa22c1b5af5fa kostenfrei http://www.degruyter.com/view/j/ace.2015.61.issue-3/ace-2015-0024/ace-2015-0024.xml?format=INT kostenfrei https://doaj.org/toc/1230-2945 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2005 GBV_ILN_2009 GBV_ILN_2014 GBV_ILN_2027 GBV_ILN_2055 GBV_ILN_2108 GBV_ILN_2111 GBV_ILN_2119 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 61 2015 3 51-62 |
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Estimation Of Task Completion Times With The Use Of The PERT Method On The Example Of A Real Construction Project |
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The article presents briefly several methods of working time estimation. However, three methods of task duration assessment have been selected to investigate working time in a real construction project using the data collected from observing workers laying terrazzo flooring in staircases. The first estimation has been done by calculating a normal and a triangular function. The next method, which is the focus of greatest attention here, is PERT. The article presents a way to standardize the results and the procedure algorithm allowing determination of the characteristic values for the method. Times to perform every singular component sub-task as well as the whole task have been defined for the collected data with the reliability level of 85%. The completion time of the same works has also been calculated with the use of the KNR. The obtained result is much higher than the actual time needed for execution of the task calculated with the use of the previous method. The authors argue that PERT is the best method of all three, because it takes into account the randomness of the entire task duration and it can be based on the actual execution time known from research. |
abstractGer |
The article presents briefly several methods of working time estimation. However, three methods of task duration assessment have been selected to investigate working time in a real construction project using the data collected from observing workers laying terrazzo flooring in staircases. The first estimation has been done by calculating a normal and a triangular function. The next method, which is the focus of greatest attention here, is PERT. The article presents a way to standardize the results and the procedure algorithm allowing determination of the characteristic values for the method. Times to perform every singular component sub-task as well as the whole task have been defined for the collected data with the reliability level of 85%. The completion time of the same works has also been calculated with the use of the KNR. The obtained result is much higher than the actual time needed for execution of the task calculated with the use of the previous method. The authors argue that PERT is the best method of all three, because it takes into account the randomness of the entire task duration and it can be based on the actual execution time known from research. |
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The article presents briefly several methods of working time estimation. However, three methods of task duration assessment have been selected to investigate working time in a real construction project using the data collected from observing workers laying terrazzo flooring in staircases. The first estimation has been done by calculating a normal and a triangular function. The next method, which is the focus of greatest attention here, is PERT. The article presents a way to standardize the results and the procedure algorithm allowing determination of the characteristic values for the method. Times to perform every singular component sub-task as well as the whole task have been defined for the collected data with the reliability level of 85%. The completion time of the same works has also been calculated with the use of the KNR. The obtained result is much higher than the actual time needed for execution of the task calculated with the use of the previous method. The authors argue that PERT is the best method of all three, because it takes into account the randomness of the entire task duration and it can be based on the actual execution time known from research. |
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