prikaz prve stranice dokumenta Utjecaj krutosti priključaka na ponašanje čelične konstrukcije
No public access
master's thesis
Utjecaj krutosti priključaka na ponašanje čelične konstrukcije
Zagreb: University of Zagreb, Faculty of Civil Engineering, 2021. urn:nbn:hr:237:712304
Kasalo, Ivan
University of Zagreb
Faculty of Civil Engineering
Structures

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

Cite this document

Kasalo, I. (2021). Utjecaj krutosti priključaka na ponašanje čelične konstrukcije (Master's thesis). Zagreb: University of Zagreb, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:237:712304

Kasalo, Ivan. "Utjecaj krutosti priključaka na ponašanje čelične konstrukcije." Master's thesis, University of Zagreb, Faculty of Civil Engineering, 2021. https://urn.nsk.hr/urn:nbn:hr:237:712304

Kasalo, Ivan. "Utjecaj krutosti priključaka na ponašanje čelične konstrukcije." Master's thesis, University of Zagreb, Faculty of Civil Engineering, 2021. https://urn.nsk.hr/urn:nbn:hr:237:712304

Kasalo, I. (2021). 'Utjecaj krutosti priključaka na ponašanje čelične konstrukcije', Master's thesis, University of Zagreb, Faculty of Civil Engineering, accessed 29 June 2024, https://urn.nsk.hr/urn:nbn:hr:237:712304

Kasalo I. Utjecaj krutosti priključaka na ponašanje čelične konstrukcije [Master's thesis]. Zagreb: University of Zagreb, Faculty of Civil Engineering; 2021 [cited 2024 June 29] Available at: https://urn.nsk.hr/urn:nbn:hr:237:712304

I. Kasalo, "Utjecaj krutosti priključaka na ponašanje čelične konstrukcije", Master's thesis, University of Zagreb, Faculty of Civil Engineering, Zagreb, 2021. Available at: https://urn.nsk.hr/urn:nbn:hr:237:712304

Metadata
TitleUtjecaj krutosti priključaka na ponašanje čelične konstrukcije
Title (english)Influence of joint stiffness on steel structure behaviour
AuthorIvan Kasalo
MentorDavor Skejić (mentor)
Committee memberIvan Lukačević (predsjednik povjerenstva)
Committee memberDavor Skejić (član povjerenstva)
Committee memberMislav Stepinac (član povjerenstva)
GranterUniversity of Zagreb
Faculty of Civil Engineering
(Structures)
Zagreb
Defense date and country2021-11-25, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Današnji pristup projektiranja čeličnih konstrukcija baziran je na suvremenim metodama analize i modeliranja konstrukcija. Primjena koncepta djelomično nepopustljivih priključaka omogućuje ekonomsko optimiziranje materijala i rada, ali s druge strane zahtjeva specijalizirano znanje i veći trud projektanata. Ideja ovog rada je provođenje analize konstrukcije sa usvajanjem čim realnijeg ponašanja priključaka i njihovog utjecaja na globalno ponašanje dvobrodne dvoetažne čelične konstrukcije. Provedena je usporedba ponašanja razmatrane konstrukcije s konzervativnim nepopustljivim, optimalnim nepopustljivim i djelomično nepopustljivim priključcima. Dodatno je prikazan proračun priključaka prema novoj metodi CBFEM (Metoda konačnih elemenata bazirana na metodi komponenti) koja omogućuje još realniju procjenu njihovog ponašanja. Ostvarene su uštede materijala, ali je najviše ušteđeno na radioničkoj izradi čeličnih konstrukcijskih elemenata i sklopova. Usvajanjem suvremenih metoda za analizu i dimenzioniranje čeličnih konstrukcija prema europskim normama projektanti postaju konkurentni, te projektiraju čelične konstrukcije koje su, u isto vrijeme, i pouzdane i ekonomične.
Abstract (english)
Today's approach to the design of steel structures is based on modern methods of analysis and modelling of structures. The application of the concept of semi-rigid joints enables economic optimization of materials and work, but on the other hand requires specialized knowledge and greater effort of designers. The idea of this paper is to conduct a structure analysis with the adoption of the most realistic behaviour of the joints and their impact on the global behaviour of a two-bay two-storey steel structure. A comparison of the behaviour of the considered structure with the conservative rigid, optimal rigid and semi-rigid joints was performed. In addition, the calculation of connections according to the new CBFEM method (Component-based finite element method) is presented, which enables an even more realistic assessment of their behaviour. Material savings were achieved, but the most savings were made on the workshop production of steel structural elements and assemblies. By adopting modern methods for the analysis and design of steel structures according to European standards, designers become competitive, and design steel structures that are, at the same time, reliable and extremely economical.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:237:712304
Study programmeTitle: Civil Engineering; specializations in: Construction Management, Transportation Engineering, Geotechnical Engineering, Hydraulic Engineering, Structural Engineering, Construction Materials, Theory and Modeling of Structures
Course: Construction Management
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 conditionsClosed access
Terms of useLicence In copyright icon
Created on2022-04-11 08:12:19