prikaz prve stranice dokumenta Proračun potresnog djelovanja na armirano-betonske okvire, armirano-betonske okvire s ispunom i omeđeno ziđe
  Download
PDF 2.61 MB
master's thesis
Proračun potresnog djelovanja na armirano-betonske okvire, armirano-betonske okvire s ispunom i omeđeno ziđe
diplomski rad
Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2018. urn:nbn:hr:123:238389
Morić, Nikola
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Concrete Structures and Bridges

Institutional repository: FCEAG Repository

Cite this document

Morić, N. (2018). Proračun potresnog djelovanja na armirano-betonske okvire, armirano-betonske okvire s ispunom i omeđeno ziđe : diplomski rad (Master's thesis). Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy. Retrieved from https://urn.nsk.hr/urn:nbn:hr:123:238389

Morić, Nikola. "Proračun potresnog djelovanja na armirano-betonske okvire, armirano-betonske okvire s ispunom i omeđeno ziđe : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2018. https://urn.nsk.hr/urn:nbn:hr:123:238389

Morić, Nikola. "Proračun potresnog djelovanja na armirano-betonske okvire, armirano-betonske okvire s ispunom i omeđeno ziđe : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2018. https://urn.nsk.hr/urn:nbn:hr:123:238389

Morić, N. (2018). 'Proračun potresnog djelovanja na armirano-betonske okvire, armirano-betonske okvire s ispunom i omeđeno ziđe : diplomski rad', Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, accessed 29 December 2024, https://urn.nsk.hr/urn:nbn:hr:123:238389

Morić N. Proračun potresnog djelovanja na armirano-betonske okvire, armirano-betonske okvire s ispunom i omeđeno ziđe : diplomski rad [Master's thesis]. Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; 2018 [cited 2024 December 29] Available at: https://urn.nsk.hr/urn:nbn:hr:123:238389

N. Morić, "Proračun potresnog djelovanja na armirano-betonske okvire, armirano-betonske okvire s ispunom i omeđeno ziđe : diplomski rad", Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split, 2018. Available at: https://urn.nsk.hr/urn:nbn:hr:123:238389

Metadata
TitleProračun potresnog djelovanja na armirano-betonske okvire, armirano-betonske okvire s ispunom i omeđeno ziđe : diplomski rad
Title (english)Calculation of Seismic Load on Reinforced Concrete Frames, Reinforced Concrete Frames with Masonary Infil and Masonry Buildings : Master's Thesis
AuthorNikola Morić
MentorBoris Trogrlić (mentor)
Committee memberBoris Trogrlić (predsjednik povjerenstva)
Committee memberNikola Grgić (član povjerenstva)
Committee memberHrvoje Smoljanović (član povjerenstva)
GranterUniversity of Split
Faculty of Civil Engineering, Architecture and Geodesy
(Department of Concrete Structures and Bridges)
Split
Defense date and country2018-07-20, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Tema ovoga rada je proračun i usporedba ponašanja sustava armiran–betonskih okvira, armirano–betonskih okvira s ispunom od ziđa i omeđenog ziđa na istovjetno potresno opterećenje. Proračun potresnog djelovanja proveo se na sva tri sustava linearnom statičkom metodom – metodom bočnih sila, kao i nelinearnom statičkom metodom – metodom naguravanja na sustavu omeđenog ziđa. Po završetku proračuna razmatrani su dobiveni rezultati te je dan zaključak kao završna misao ovoga rada.
Abstract (english)
The topic of this paper is the calculation and the comparison of the behavior of the systems with reinforced concrete frames, reinforced concrete frames with masonry infil and masonry upon identical seismic load. The calculation of the seismic load was conducted on all three systems through the linear static method – the equivalent lateral force, as well as through the non-linear static method – the push-over method upon the masonry system. Upon the completion of the calculation the results were analyzed and the conclusion of the analysis was produced as a closing argument of this paper.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:123:238389
Study programmeTitle: Civil Engineering
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 conditionsOpen access
Terms of useLicence In copyright icon
Public notePredmet: Zidane konstrukcije
Created on2018-11-06 13:57:06