DINAMIČKA SVOJSTVA PJEŠAČKOG MOSTA NA GRAĐEVINSKOM FAKULTETU U OSIJEKU

Markotić, Mladen

Access restricted to students and staff of home institution

master's thesis

48 38

DYNAMIC PROPERTIES OF THE PEDESTRIAN BRIDGE AT THE FACULTY OF CIVIL ENGINEERING OSIJEK

Mladen Markotić (2017)

Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Technical Mechanics
Chair of Technical Mechanics

Request a copy
of the document

Cite this document...

APA 6th Edition

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

MLA 8th Edition

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

Chicago 17th Edition

Harvard

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 23 May 2019, https://urn.nsk.hr/urn:nbn:hr:133:833913

Vancouver

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 2019 May 23] Available at: https://urn.nsk.hr/urn:nbn:hr:133:833913

IEEE

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

Cite this item: https://urn.nsk.hr/urn:nbn:hr:133:833913

Metadata

Title	DINAMIČKA SVOJSTVA PJEŠAČKOG MOSTA NA GRAĐEVINSKOM FAKULTETU U OSIJEKU
Title (english)	DYNAMIC PROPERTIES OF THE PEDESTRIAN BRIDGE AT THE FACULTY OF CIVIL ENGINEERING OSIJEK
Author	Mladen Markotić
Mentor	Ivica Guljaš (mentor)
Committee member	Aleksandar Jurić (predsjednik povjerenstva)
Committee member	Ivica Guljaš (član povjerenstva)
Committee member	Jurko Zovkić (član povjerenstva)
Granter	Josip Juraj Strossmayer University of Osijek Faculty of Civil Engineering and Architecture Osijek (Department for Technical Mechanics) (Chair of Technical Mechanics) Osijek
Defense date and country	2017-09-28, 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)
Language	croatian
URN:NBN	urn:nbn:hr:133:833913
Study programme	Title: Građevinarstvo; smjerovi: Hidrotehnika, Nosive konstrukcije, Organizacija tehnologija i menadžment građenja, Prometnice Study programme type: sveučilišni Study level: diplomski Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
Type of resource	text
File origin	Born digital
Access conditions	Restricted access
Terms of use
Created on	2017-10-27 06:43:36