prikaz prve stranice dokumenta Dinamička svojstva pješačkog mosta na Građevinskom fakultetu u Osijeku
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master's thesis
Dinamička svojstva pješačkog mosta na Građevinskom fakultetu u Osijeku
2017. urn:nbn:hr:133:833913
Markotić, Mladen
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Technical Mechanics
Chair of Technical Mechanics

Cite this document

Markotić, M. (2017). Dinamička svojstva pješačkog mosta na Građevinskom fakultetu u Osijeku (Master's thesis). Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:833913

Markotić, Mladen. "Dinamička svojstva pješačkog mosta na Građevinskom fakultetu u Osijeku." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2017. https://urn.nsk.hr/urn:nbn:hr:133:833913

Markotić, Mladen. "Dinamička svojstva pješačkog mosta na Građevinskom fakultetu u Osijeku." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2017. https://urn.nsk.hr/urn:nbn:hr:133:833913

Markotić, M. (2017). 'Dinamička svojstva pješačkog mosta na Građevinskom fakultetu u Osijeku', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 27 March 2023, https://urn.nsk.hr/urn:nbn:hr:133:833913

Markotić M. Dinamička svojstva pješačkog mosta na Građevinskom fakultetu u Osijeku [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2017 [cited 2023 March 27] Available at: https://urn.nsk.hr/urn:nbn:hr:133:833913

M. Markotić, "Dinamička svojstva pješačkog mosta na Građevinskom fakultetu u Osijeku", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2017. Available at: https://urn.nsk.hr/urn:nbn:hr:133:833913

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Metadata
TitleDinamička svojstva pješačkog mosta na Građevinskom fakultetu u Osijeku
Title (english)Dynamic properties of the pedestrian bridge at the Faculty of Civil Engineering Osijek
AuthorMladen Markotić
MentorIvica Guljaš (mentor)
Committee memberAleksandar Jurić (predsjednik povjerenstva)
Committee memberIvica Guljaš (član povjerenstva)
Committee memberJurko Zovkić (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Technical Mechanics)
(Chair of Technical Mechanics)
Osijek
Defense date and country2017-09-28, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U diplomskom radu analiziran je dinamički odziv pješačkog mosta na Građevinskom fakultetu Osijek uslijed različitih opterećenja pješaka. Za ukupnu ocjenu ponašanja pješačkog mosta provedena je eksperimentalna i numerička analiza pomoću računalnog programa. Dinamičko ispitivanje provedeno je u više faza ovisno o promatranom opterećenju. U prvoj fazi analizirana su ambijentalna ispitivanja, a u ostalim fazama, promatrano je ponašanje konstrukcije pješačkog mosta uslijed hodanja i skakanja pješaka. Dobivenim rezultatima dinamičkim ispitivanjem kalibriran je model pješačkog mosta koji najviše odgovara ponašanju realne konstrukcije. Model je izrađen u programskom paketu SAP 2000 v.18 te su modelirana opterećenja jednaka opterećenjima pri dinamičkom ispitivanju. Analizom i usporedbom rezultata eksperimentalne i numeričke metode opisan je dinamički odziv pješačkog mosta.
Abstract (english)
In this work, the dynamic behavior of the pedestrian bridge at the Faculty of Civili Engeneering in Osijek was analized. Experimental and numerical analysis using a computer program were performed for the overall assessment of pedestrian bridge behavior. The dynamic test was performed in several phases depending on the applied load. In the first stage, the ambient vibration tests were analyzed, and in other phases, the behavior of the pedestrian bridge construction as a result of pedestrian walking and jumping was determined. The results obtained by dynamic testing were used for calibration of the model in order to produce the real constructive behavior. The model was created in the SAP 2000 v.18 program package and the modeled were similar to the loads used in dynamic testing. By analyzing and comparing the results of experimental and numerical methods, the dynamic response of the pedestrian bridge is determined.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:833913
Study programmeTitle: University graduate study in civil engineering; specializations in: Hydraulic engineering, Supporting structures, Construction management and technology, Transportation engineering
Course: Supporting structures
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 on2017-10-27 06:43:36