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master's thesis
Procjena dinamičkog ponašanja eksperimentalno ispitanog modela na potresnom stolu
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. urn:nbn:hr:133:251257
Taušan, Dominik
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Institutional repository: Repository GrAFOS

Cite this document

Taušan, D. (2021). Procjena dinamičkog ponašanja eksperimentalno ispitanog modela na potresnom stolu (Master's thesis). Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek. Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:251257

Taušan, Dominik. "Procjena dinamičkog ponašanja eksperimentalno ispitanog modela na potresnom stolu." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. https://urn.nsk.hr/urn:nbn:hr:133:251257

Taušan, Dominik. "Procjena dinamičkog ponašanja eksperimentalno ispitanog modela na potresnom stolu." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. https://urn.nsk.hr/urn:nbn:hr:133:251257

Taušan, D. (2021). 'Procjena dinamičkog ponašanja eksperimentalno ispitanog modela na potresnom stolu', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 14 November 2024, https://urn.nsk.hr/urn:nbn:hr:133:251257

Taušan D. Procjena dinamičkog ponašanja eksperimentalno ispitanog modela na potresnom stolu [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2021 [cited 2024 November 14] Available at: https://urn.nsk.hr/urn:nbn:hr:133:251257

D. Taušan, "Procjena dinamičkog ponašanja eksperimentalno ispitanog modela na potresnom stolu", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2021. Available at: https://urn.nsk.hr/urn:nbn:hr:133:251257

Metadata
TitleProcjena dinamičkog ponašanja eksperimentalno ispitanog modela na potresnom stolu
Title (english)Evaluation of dynamic behaviour of an experimentally
AuthorDominik Taušan
MentorIvan Kraus (mentor)
Committee memberTihomir Dokšanović (predsjednik povjerenstva)
Committee memberIvan Kraus (član povjerenstva)
Committee memberGoran Gazić (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2021-09-29, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Uobičajena analiza konstrukcija pretpostavlja da su konstrukcije upete u tlo. To nije uvijek slučaj, a posebno ne za konstrukcije s plitkim temeljima na mekom tlu. Pregledom literature uočeno je da zanemarivanje popustljivosti tla u analizi konstrukcija može rezultirati značajnim konstrukcijskim oštećenjima za vrijeme trajanja potresa. Potresno ponašanje konstrukcija može se značajno razlikovati između konstrukcija upetih u nedeformabilan medij i konstrukcija temeljenih na popustljivom tlu. Glavni cilj eksperimenta provedenog u laboratoriju Građevinskog fakulteta u Rijeci odnosio se na istraživanje dinamičnog ponašanja modela konstrukcije plitko temeljene na modelu mekog tla. Model je eksperimentalno ispitan na potresnom stolu. Temeljno tlo modelirano je koristeći riječni pijesak. Za parametarsku analizu izrađen je numerički model u računalnom paketu SAP2000. Model je kalibriran na eksperimentalno dobivene rezultate. U radu je prikazana usporedba potresnog ponašanja eksperimentalnog i numeričkog modela.
Abstract (english)
The usual structural analysis assumes that buildings are fixed to the ground. That is not always the case, especially for structures with shallow foundations on soft soils. It was learned from the literature review that neglecting soil compliance in the structural analysis may result in significant structural damage during an earthquake event. The seismic performance can greatly differ between buildings rigidly fixed to the indeformable medium and buildings whose foundations are placed in yielding soil. The main goal of the experiment conducted in the laboratory of the Faculty of Civil Engineering in Rijeka was to observe the dynamic behavior of a structure with shallow foundations on soft soil. The model was experimentally tested using a shaking table. The foundation soil was modelled using local river sand. For parametric analysis, a numerical model was done using the computer software SAP2000. The model was calibrated using experimentally obtained results. A comparison between the seismic behavior of experimental and numerical models is presented in the paper.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:251257
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 on2021-10-22 07:29:36