Proračun konstrukcije stambene građevine

undergraduate thesis

• Title (english): Structural analysis of residential building
• Author: Tino Rinkovec
• Mentor: Mladen Meštrović (mentor)
• Committee member: Petra Gidak (predsjednik povjerenstva)
• Committee member: Mladen Meštrović (član povjerenstva)
• Committee member: Krešimir Fresl (član povjerenstva)
• Granter: University of Zagreb; Faculty of Civil Engineering; (Engineering Mechanics); Zagreb
• Defense date and country: 2023-07-18, Croatia
• Scientific / art field, discipline and subdiscipline: TECHNICAL SCIENCES; Civil Engineering

Abstract

Zadatak ovog rada je proračun višekatne pravilne stambene građevine u Zagrebu, tlocrtnih dimenzija 6.89 m i 14.42 m. Ovaj rad obuhvaća analizu opterećenja, izradu numeričkog modela konstrukcije, proračun unutarnjih sila, dimenzioniranje konstrukcije i izradu nacrta armature karakterističnih elemenata konstrukcije. Proračun je temeljen na EUROCODE- u. 3D model konstrukcije, proračun i dimenzioniranje karakterističnih elemenata provedeno je u programu RFEM 6. Vertikalni i horizontalni serklaži nisu modelirani kao zasebni elementi, već su modelirani u sklopu ziđa i zajedno čine jedinstveni plošni element. Betonska ploče su
modelirane kao plošni elementi slobodno oslonjeni na zidove. Grede i stupovi modelirani su kao štapni elementi. Na dno zidova prizemlja postavljeni su linijske ležajevi. Ukupna potresna sila raspodijeljena je po etažama i nanesena kao jednoliko opterećenje po
površinama odgovarajućih ploča.

Abstract (english)

The task of this final paper is to analyze the structure of the residential building in Zagreb. Layout dimensions of the building are 6.89m and 14.42m. This final paper consists of load analysis, numerical construction model, calculation of inernal forces, dimensioning of the characteristic elements and layots of the characteristic elements. Calculation is based on the Eurocode. 3D model of the construction and dimensioning of the structure was carried out in the RFEM 6. Confining beams and columns are not modeled as separate elements but are modeled as part of the wall and together form a single surface element. Concrete slabs are modeled as flat elements freely supported on the walls. Beams and columns are modeled as rod elements. Line support is placed at the bottom of the ground floor walls. The total seismic force is distributed over the floors and applied as a uniform load on the surfaces of each slab.

• Keywords: proračun stambene zgrade; analiza opterećenja; dimenzioniranje konstrukcije
• Language: croatian
• URN:NBN: urn:nbn:hr:237:055792
• Study programme: Title: Civil Engineering; Study programme type: university; Study level: undergraduate; Academic / professional title: sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva)
• Type of resource: Text
• File origin: Born digital
• Access conditions: Closed access
• Created on: 2023-07-20 12:53:52