Dimenzioniranje značilnih elementov nosilne konstrukcije več-etažnega poslovnega objekta v Logatcu : diplomska naloga

Amon, Gašper (author), Bratina, Sebastjan (mentor)

V diplomski nalogi analiziramo in dimenzioniramo značilne elemente armiranobetonske nosilne konstrukcije več-etažnega poslovnega objekta, ki se nahaja v Logatcu. Horizontalno nosilno konstrukcijo obravnavanega objekta sestavljajo polne medetažne plošče in strešna plošča, vertikalno nosilno konstrukcijo pa prostorski okvirji in stene. Pri tem so obodni betonski okvirji zapolnjeni z zidanimi polnili. V analizi poleg stalnih in spremenljivih vplivov upoštevamo tudi potresni vpliv v horizontalni smeri. V programu SAP2000 (Computers and Structures, Inc., 2014) izdelamo dva idealizirana računska modela nosilne konstrukcije obravnavanega objekta. Prvi model služi za analizo in dimenzioniranje tipične medetažne plošče, drugi pa za analizo elementov vertikalne nosilne konstrukcije objekta. Zaradi velikih obremenitev v stenah pri delovanju potresnega vpliva izvedemo modifikacijo vertikalne nosilne konstrukcije objekta. Rezultate analize in dimenzioniranja značilnih elementov nosilne konstrukcije predstavimo z armaturni načrti, ki so del prilog k diplomski nalogi.

• Language: Slovenian
• Keywords: gradbeništvo, diplomska naloga, VSŠ, armirani beton, nosilna konstrukcija, dimenzioniranje, standard Evrokod, plošča, stena, greda, steber
• Work type: Undergraduate thesis
• Typology: 2.11 - Undergraduate Thesis
• Organization: FGG - Faculty of Civil and Geodetic Engineering
• Place of publishing: Ljubljana
• Publisher: [G. Amon]
• Year: 2014
• Number of pages: XVI, 106 str., 4 pril.
• PID: 20.500.12556/RUL-32502
• UDC: 624.01:725(497.4Logatec)(043.2)
• COBISS.SI-ID: 6848609
• Publication date in RUL: 10.07.2015

Secondary language

• Language: English
• Title: Design of a typical load-bearing structure of an more storey office building in Logatec

Abstract

In this thesis we analyse and design a typical load-bearing structure of an more storey office building, located in Logatec. The horizontal load-bearing structure of the concerned building consists of full interfloor plates and a roof plate, the vertical load-bearing structure consists of spatial frame constructions and walls. The spacings between the concrete frames is filled with brick walls. In the analysis of the structure in addition to permanent and variable impacts we also consider the seismic impact in the horizontal direction. In the commercial program SAP2000 (Computers and Structures, Inc., 2014) we design two different computational models of the load-bearing structure. The first model serves for the analyse and design or a typical interfloor plate, the second for the analyse of the vertical load-bearing structure. Because of big loads in the walls in influence of the seismic impact we have to perform a modification of the vertical model of the load-bearing structure. The results of the analyse and design of typical elements of the load-bearing structure are presented with reinforcement plans, which are a part of the annex of the thesis.

• Keywords: graduation thesis, geodesy, reinforced concrete, frame construction, load-bearing structure, design, Eurocode standards, plates, walls, beams, columns