prikaz prve stranice dokumenta Proračun armiranobetonskog zida s otvorima pomoću štapnih modela
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master's thesis
Proračun armiranobetonskog zida s otvorima pomoću štapnih modela
Rijeka: University of Rijeka, Faculty of Civil Engineering in Rijeka, 2018. urn:nbn:hr:157:993664
Drakulović, Boris
University of Rijeka
Faculty of Civil Engineering

Institutional repository: Repository of the University of Rijeka, Faculty of Civil Engineering

Cite this document

Drakulović, B. (2018). Proračun armiranobetonskog zida s otvorima pomoću štapnih modela (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:993664

Drakulović, Boris. "Proračun armiranobetonskog zida s otvorima pomoću štapnih modela." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2018. https://urn.nsk.hr/urn:nbn:hr:157:993664

Drakulović, Boris. "Proračun armiranobetonskog zida s otvorima pomoću štapnih modela." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2018. https://urn.nsk.hr/urn:nbn:hr:157:993664

Drakulović, B. (2018). 'Proračun armiranobetonskog zida s otvorima pomoću štapnih modela', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 28 November 2024, https://urn.nsk.hr/urn:nbn:hr:157:993664

Drakulović B. Proračun armiranobetonskog zida s otvorima pomoću štapnih modela [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2018 [cited 2024 November 28] Available at: https://urn.nsk.hr/urn:nbn:hr:157:993664

B. Drakulović, "Proračun armiranobetonskog zida s otvorima pomoću štapnih modela", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2018. Available at: https://urn.nsk.hr/urn:nbn:hr:157:993664

Metadata
TitleProračun armiranobetonskog zida s otvorima pomoću štapnih modela
Title (english)Analysis and design of a reinforced concrete wall with openings using strut-and-tie models
AuthorBoris Drakulović
MentorPaulo Šćulac (mentor)
Committee memberDavor Grandić (predsjednik povjerenstva)
Committee memberŽeljko Smolčić (član povjerenstva)
Committee memberPaulo Šćulac (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2018-09-25, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U radu je prikazan proračun armiranobetonskog zida s nesimetrično razmaknutim otvorima po visini primjenom štapnih modela. Rad se sastoji od dva dijela. U prvom dijelu rada dan je kratak teorijski pregled primjene štapnih modela u proračunu armiranobetonskih konstrukcija. Štapni modeli se prvenstveno koriste za proračun dijelova konstrukcije kod kojih se javljaju diskontinuiteti. Prikazan je postupak proračuna, dane su preporuke za postavljanje geometrije štapnih modela, te izrazi za provjere nosivosti tlačnih i vlačnih štapova te čvorova. U drugom dijelu rada analiziran je zid s nesimetrično razmaknutim otvorima za nekoliko kombinacija opterećenja koje uključuju stalno i potresno djelovanje. Zbog nesimetričnog rasporeda otvora u zidu bilo je potrebno postaviti tri različita štapna modela, za koje su onda provedene sve potrebne provjere nosivosti i određene potrebne površine armature vlačnih štapova. Proračun djelovanja i dimenzioniranje zida proveden je u skladu s važećim normama HRN EN 1992-1-1 i HRN EN 1998-1, te pripadajućim nacionalnim dodacima.
Abstract (english)
This paper presents analysis and design of a reinforced concrete wall with staggered openings using strut-and-tie models. The paper is divided into two parts. In the first part a concise theoretical overview of how to design reinforced concrete structures using strut-and tie models is given. Strut-and-tie models are usually used to design discontinuity regions in concrete structures. Design procedure is explained, together with recommendations for setting the correct strut-and-tie model; expression for capacity check of both strut and ties and nodes are also given. In the second part a wall with staggered openings has been analysed. The wall is designed to resist multiple combinations of both gravity and seismic loads. Due to unsymmetrical arrangement of openings in the wall three different strut-and-tie models have been developed, for which all the necessary capacity checks have been performed and required steel reinforcement for ties determined. Structural analysis and design of the wall has been made according to HRN EN 1992-1-1 and HRN EN 1998-1, with accompanying National Annexes.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:993664
Study programmeTitle: Civil Engineering; specializations in: Geotechnical Engineering, Hydraulic Engineering, Engineering Modelling, Structural Engineering, Transportation Engineering, Urban Engineering
Course: Structural 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 conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2018-11-28 12:17:11