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master's thesis
ANALIZA NAJVJEROJATNIJEG I OČEKIVANOG VREMENA IZGRADNJE JAVNE GRAĐEVINE VISOKOGRADNJE
2018. urn:nbn:hr:133:524025
Vidović, Marija
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Organization, Technology and Management

Cite this document

Vidović, M. (2018). ANALIZA NAJVJEROJATNIJEG I OČEKIVANOG VREMENA IZGRADNJE JAVNE GRAĐEVINE VISOKOGRADNJE (Master's thesis). Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:524025

Vidović, Marija. "ANALIZA NAJVJEROJATNIJEG I OČEKIVANOG VREMENA IZGRADNJE JAVNE GRAĐEVINE VISOKOGRADNJE." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2018. https://urn.nsk.hr/urn:nbn:hr:133:524025

Vidović, Marija. "ANALIZA NAJVJEROJATNIJEG I OČEKIVANOG VREMENA IZGRADNJE JAVNE GRAĐEVINE VISOKOGRADNJE." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2018. https://urn.nsk.hr/urn:nbn:hr:133:524025

Vidović, M. (2018). 'ANALIZA NAJVJEROJATNIJEG I OČEKIVANOG VREMENA IZGRADNJE JAVNE GRAĐEVINE VISOKOGRADNJE', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 23 November 2022, https://urn.nsk.hr/urn:nbn:hr:133:524025

Vidović M. ANALIZA NAJVJEROJATNIJEG I OČEKIVANOG VREMENA IZGRADNJE JAVNE GRAĐEVINE VISOKOGRADNJE [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2018 [cited 2022 November 23] Available at: https://urn.nsk.hr/urn:nbn:hr:133:524025

M. Vidović, "ANALIZA NAJVJEROJATNIJEG I OČEKIVANOG VREMENA IZGRADNJE JAVNE GRAĐEVINE VISOKOGRADNJE", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2018. Available at: https://urn.nsk.hr/urn:nbn:hr:133:524025

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Metadata
TitleANALIZA NAJVJEROJATNIJEG I OČEKIVANOG VREMENA IZGRADNJE JAVNE GRAĐEVINE VISOKOGRADNJE
Title (english)ANALYSIS OF THE MOST PROBABLE AND EXPECTED TIME OF CONSTRUCTION OF COMMERCIAL BUILDING
AuthorMarija Vidović
MentorSaša Marenjak (mentor)
Committee memberHrvoje Krstić (predsjednik povjerenstva)
Committee memberSaša Marenjak (član povjerenstva)
Committee memberKsenija Čulo (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Organization, Technology and Management)
Osijek
Defense date and country2018-11-23, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Construction Organization and Technology
Abstract
U svrhu procjene konačnog vremena izgradnje projekta, kao predmetna građevina odabrana je višestambena zgrada. Na temelju izrađenog projekta, definirana je lista aktivnosti s količinama, a vrijeme i resursi proračunati su na osnovu normativa. Kako bih se dobilo najvjerojatnije i očekivano vrijeme izgradnje građevine, korištena je metoda kritičnog puta (CPM) i tehnika ocjene provedbe projekta (PERT). Izradom mrežnog dijagrama, dobivene su kritične aktivnosti, čije trajanje određuje najvjerojatnije vrijeme trajanja projekta. Gantogramom je grafički prikazano trajanje svake pojedine aktivnosti u danima. Kritične aktivnosti jednake su i kod PERT metode, te procjenom optimističnog, najvjerojatnijeg i pesimističnog vremena dobilo se očekivano vrijeme trajanja projekta, na osnovu kojeg je izračunata varijanca i standardna devijacija. Računanjem Z faktora dobilo se vjerojatnije vrijeme izvedbe projekta na osnovu kojeg je izrađena analiza kritičnog puta te ukupno vrijeme sati rada pojedine grupe radnika.
Abstract (english)
For the purpose of estimating the final construction time of the project, a multi-storey building was chosen as the subject. Based on the created project, a list of activities along with their quantities was defined, while time and resources were calculated based on the norms. In order to acquire the most probable and the most expected construction time, the Critical Path Method (CPM) and Program Evaluation and Review Technique (PERT) were used. By developing a network diagram, critical activities have been obtained, duration of which will determine the most likely duration of the project. The Gantogram graphically shows the duration of each activity in days. Critical activities are identical for the PERT method as well, and the estimation of optimistic, most likely and pessimistic time provided the expected project duration, based on which the variance and standard deviation were calculated. By calculating the Z factor, more probable project execution time was obtained which provided a base on which a critical path analysis was generated as well along with the total working hours for a particular groups of workers.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:524025
Study programmeTitle: University graduate study in civil engineering; specializations in: Hydraulic engineering, Supporting structures, Construction management and technology, Transportation engineering
Course: Construction management and technology
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2018-11-30 09:50:32