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master's thesis
Procjena potresnog ponašanja armiranobetonskih zgrada
2015. urn:nbn:hr:133:111951
Klasanović, Ivana
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures
Laboratory for Materials and Structures

Cite this document

Klasanović, I. (2015). Procjena potresnog ponašanja armiranobetonskih zgrada (Master's thesis). Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:111951

Klasanović, Ivana. "Procjena potresnog ponašanja armiranobetonskih zgrada." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2015. https://urn.nsk.hr/urn:nbn:hr:133:111951

Klasanović, Ivana. "Procjena potresnog ponašanja armiranobetonskih zgrada." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2015. https://urn.nsk.hr/urn:nbn:hr:133:111951

Klasanović, I. (2015). 'Procjena potresnog ponašanja armiranobetonskih zgrada', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 21 March 2023, https://urn.nsk.hr/urn:nbn:hr:133:111951

Klasanović I. Procjena potresnog ponašanja armiranobetonskih zgrada [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2015 [cited 2023 March 21] Available at: https://urn.nsk.hr/urn:nbn:hr:133:111951

I. Klasanović, "Procjena potresnog ponašanja armiranobetonskih zgrada", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2015. Available at: https://urn.nsk.hr/urn:nbn:hr:133:111951

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Metadata
TitleProcjena potresnog ponašanja armiranobetonskih zgrada
Title (english)Seismic behavoiur assessment of reinforced concrete buildings
AuthorIvana Klasanović
MentorMarijana Hadzima-Nyarko (mentor)
Committee memberIvica Guljaš (predsjednik povjerenstva)
Committee memberMarijana Hadzima-Nyarko (član povjerenstva)
Committee memberJurko Zovkić (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
(Laboratory for Materials and Structures)
Osijek
Defense date and country2015-09-28, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Potresna aktivnost u Republici Hrvatskoj nije rijetka pojava. Iz tog razloga, inženjeri nastoje proučiti potresno ponašanje zgrada na našem području. Tako je u ovom radu za Grad Osijek, koji je ekonomsko i kulturno središte istočne Hrvatske, tj. naselje Sjenjak na južnoj strani Osijeka, provedena usporedba rezultata osnovnog perioda vibracija za tri tipske građevine. Naselje Sjenjak nalazi se u VII. potresnoj zovi s vršnim ubrzanjem tla 0.11g (http://seizkarta.gfz.hr/). Građevine su izvedene u vremenskom razdoblju od 1968. do 1988. sustavom takozvane Tunelske gradnje. Variranjem visine građevina, odnosno broja katova, te tlocrtnih dimenzija, napravljena je usporedba rezultata dobivenih empirijskim izrazima te 3D modela u programskom paketu SAP (SAP2000, 2014.). Detaljno je opisan sustav navedene gradnje sa svojim prednostima i doprinosom boljoj potresnoj otpornosti građevina. Na kraju rada objašnjena je potresna oštetljivost građevina koja se zasniva na koeficijentu oštetljivosti DR (engl. Damage Ratio). Provedena je analiza potresne oštetljivosti tipskih zgrada sa spektralnim prikazom koeficijenta oštetljivosti u funkciji vršnog ubrzanja tla.
Abstract (english)
Seismic activity in the Republic of Croatia is not a rare occurrence. Therefore, engineers are trying to investigate seismic behavior of buildings in our area. This paper outlines a comparison of the results of the fundamental period of vibration for three standard buildings situated in Sjenjak, the residential area of Osijek – the economic, cultural and administrative centre of the eastern Croatian region of Slavonia. Sjenjak is located in seismic zone VII, with peak ground acceleration of 0.11g (http://seizkarta.gfz.hr/). The buildings are built from 1968 to 1988 with tunnel form technique. Changing heights of buildings, i.e. number of floors, and layout plans, we have obtained comparison of results, calculated by empirical expressions and 3D modelling using SAP2000 software (SAP2000, 2015). Tunnel form technique is described in details with all advantages and its contribution to higher seismic resistance of buildings. At the end of the paper seismic vulnerability of buildings based on Damage Ratio coefficient (DR) is explained. The analysis of seismic vulnerability for three buildings was obtained as well as spectral functions of DR coefficients for chosen peak ground accelerations.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:111951
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 on2016-05-25 14:18:46