prikaz prve stranice dokumenta Optimalno projektiranje AB okvirnih zgrada sukladno očekivanom odzivu na potresna opterećenja
Access restricted to students and staff of home institution
master's thesis
Optimalno projektiranje AB okvirnih zgrada sukladno očekivanom odzivu na potresna opterećenja
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2023. urn:nbn:hr:133:227296
Šumić, Jurica
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Technical Mechanics

Institutional repository: Repository GrAFOS

Cite this document

Šumić, J. (2023). Optimalno projektiranje AB okvirnih zgrada sukladno očekivanom odzivu na potresna opterećenja (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:133:227296

Šumić, Jurica. "Optimalno projektiranje AB okvirnih zgrada sukladno očekivanom odzivu na potresna opterećenja." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2023. https://urn.nsk.hr/urn:nbn:hr:133:227296

Šumić, Jurica. "Optimalno projektiranje AB okvirnih zgrada sukladno očekivanom odzivu na potresna opterećenja." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2023. https://urn.nsk.hr/urn:nbn:hr:133:227296

Šumić, J. (2023). 'Optimalno projektiranje AB okvirnih zgrada sukladno očekivanom odzivu na potresna opterećenja', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 28 November 2024, https://urn.nsk.hr/urn:nbn:hr:133:227296

Šumić J. Optimalno projektiranje AB okvirnih zgrada sukladno očekivanom odzivu na potresna opterećenja [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2023 [cited 2024 November 28] Available at: https://urn.nsk.hr/urn:nbn:hr:133:227296

J. Šumić, "Optimalno projektiranje AB okvirnih zgrada sukladno očekivanom odzivu na potresna opterećenja", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2023. Available at: https://urn.nsk.hr/urn:nbn:hr:133:227296

Metadata
TitleOptimalno projektiranje AB okvirnih zgrada sukladno očekivanom odzivu na potresna opterećenja
Title (english)Optimal design of RC frame buildings in accordance with the expected response to earthquake loads
AuthorJurica Šumić
MentorTanja Kalman Šipoš (mentor)
Committee memberMarin Grubišić (predsjednik povjerenstva)
Committee memberTanja Kalman Šipoš (član povjerenstva)
Committee memberGoran Gazić (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Technical Mechanics)
Osijek
Defense date and country2023-11-23, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U diplomskom radu izrađena je parametarska analiza na primjeru armirano-betonske okvirne konstrukcije po geometrijskim karakteristikama, prema izmjeni parametara broja katova, duljina raspona greda, dimenzija stupova te koeficijenata armiranja. Svaki od tih modela izložen je djelovanju sedam različitih potresa potresne zone sa vršnim ubraznjem tla od 0.3g, a cilj rada je utvrđivanje područja ponašanja zbog optimalnoga projektiranja konstrukcije. Pri analizi korištena je dinamička nelinearna analiza, a dinamičko opterećenje definirano je kao zapis potresa u vremenu. Izračunom su za svaki model dobiveni rezultati u obliku međukatnih pomaka koji su međusobno uspoređeni. Na temelju usporedbe rezultata napravljen je i prikaz područja ponašanja konstrukcije te vrsta nastalog oštećenja. Zaključeno je kako na optimalno projektiranje u ovome slučaju najviše utječu dimenzije stupova, dok su najmanji utjecaj imale duljine raspona greda.
Abstract (english)
In the master’s thesis, a parametric analysis was made on the example of a reinforced concrete frame structure according to geometric characteristics, according to the change of the parameters of the number of floors, the length of the beam span, the dimensions of the columns and the reinforcement coefficients. Each of these models is exposed to the action of seven different earthquakes in the earthquake zone with the peak soil acceleration of 0.3g, and the aim of the work is to determine the area of behavior due to the optimal design of the structure. A dynamic nonlinear analysis was used in the analysis, and the dynamic load was defined as a record of the earthquake in time. By calculation, results were obtained for each model in the form of interstory displacements, which were compared with each other. Based on the comparison of the results, a presentation of the structural behavior area and types of damage was made. It was concluded that the optimal design in this case is most influenced by the dimensions of the columns, while the length of the beam spans had the least influence.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:227296
Study programmeTitle: University Graduate Studies of Civil Engineering; specializations in: Hydraulic Engineering, Bearing structures, Course of Construction management and technology, Transport Infrastructure
Course: Bearing structures
Study programme type: university
Study level: graduate
Academic / professional title: sveučilišni/a magistar/magistra inženjer građevinarstva (sveučilišni/a magistar/magistra inženjer građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2023-11-27 08:22:45