Analiza in dimenzioniranje armiranobetonskih nosilnih elementov poslovno trgovskega objekta v Ljubljani

Abstract

Keywords

Data

Language:	Slovenian
Year of publishing:	2013
Source:	Ljubljana
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[D. Semič]
UDC:	624.012.45:004.42(043.2)
COBISS:	6385249
Views:	2066
Downloads:	570
Average score:	0 (0 votes)
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Secondary language:	English
Secondary title:	Design and analysis of reinforced concrete load-bearing elements of a commercial building in Ljubljana
Secondary abstract:	This thesis presents an analysis and design of a load-bearing structure of one part of fourstorey office building located in Ljubljana. Design is carried out according to the Eurocode standards. The load-bearing structure of the concerned building unit is made of reinforced concrete. It is constructed of monolith storey plates, monolith flat roof plate, beams and columns, which form a spatial frame construction. Permanent impacts, variable impacts and impacts resulting from an earthquake are taken into account in the analysis of the loadbearing structure. The analysis of the load-bearing structure is performed with two different computational models. The first model is used for the analysis of a typical monolith storey plate and the second, which is spatial, is used to define earthquake impacts and for the analysis of the vertical load-bearing elements of the building. Both models are made with a commercial program SAP2000 (Computers and Structures, Inc. 2009). In the thesis, the design of the monolith storey plate at the position P400 and part of the construction at the side site of the building are shown in detail. The required amount of longitudinal reinforcement in the concerned monolith storey plate is similar to the installed amount of reinforcement in the plate obtained from the project documentation. The amounts of longitudinal and transversal reinforcement in the analysed beams and columns of the loadbearing structure of the building are also similar. The dimensions of the columns, obtained from the project documentation, are even larger than the required dimensions according to the provisions of the standards. The results of the analysis are presented in text, graphics and tables. The layout of the reinforcement in the concerned load-bearing elements is shown in reinforcement plans which form part of the annex of the thesis.
Secondary keywords:	graduation thesis;geodesy;OG-MK;reinforced concrete;frame construction;design;Eurocode standards;plates;beams;columns;
File type:	application/pdf
Type (COBISS):	Bachelor thesis/paper
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	XVIII, 100 str., 7 pril.
Type (ePrints):	thesis
Title (ePrints):	Design and analysis of reinforced concrete load-bearing elements of a commercial building in Ljubljana
Keywords (ePrints):	armirani beton;okvirna konstrukcija;projektiranje;standard Evrokod;plošča;greda;steber
Keywords (ePrints, secondary language):	reinforced concrete;frame construction;design;Eurocode standards;plates;beams;columns
Abstract (ePrints):	V diplomski nalogi je prikazana analiza, projektiranje in dimenzioniranje nosilne konstrukcije dela štirietažnega poslovno trgovskega objekta v Ljubljani. Projektiranje se izvaja po načelih in pravilih standardov Evrokod. Nosilna konstrukcija obravnavane enote objekta je iz armiranega betona. Sestavljajo jo monolitne medetažne plošče, monolitna ravna strešna plošča ter stebri in grede, ki skupaj tvorijo prostorsko okvirno konstrukcijo. Pri analizi nosilne konstrukcije so upoštevani stalni vplivi, spremenljivi vplivi in vpliv potresa. Analiza nosilne konstrukcije je izvedena s pomočjo dveh računskih modelov. Prvi model služi za analizo tipične stropne konstrukcije, drugi model, ki je prostorski, pa je namenjen določitvi potresnega vpliva in analizi vertikalnih nosilnih elementov objekta. Oba modela sta izdelana v programu SAP2000 (Computers and Structures, Inc. 2009). V diplomski nalogi je podrobneje prikazano dimenzioniranje stropne plošče na poziciji P400 ter dela okvirne konstrukcije na obodu objekta. Potrebna količina vzdolžne armature v obravnavani stropni plošči je podobna vgrajeni količini armature v plošči, odčitani iz projektne dokumentacije. Primerljive so tudi količine vzdolžne in prečne armature v analiziranih stebrih in gredah okvirne konstrukcije objekta. Dimenzije stebrov iz projektne dokumentacije so celo večje od zahtevanih oziroma potrebnih dimenzij v skladu z določili standarda. Rezultati analize so prikazani tekstovno, grafično in v preglednicah. Razporeditev armature v obravnavanih nosilnih elementih pa je prikazana v armaturnih načrtih, ki so del priloge k diplomski nalogi.
Abstract (ePrints, secondary language):	This thesis presents an analysis and design of a load-bearing structure of one part of fourstorey office building located in Ljubljana. Design is carried out according to the Eurocode standards. The load-bearing structure of the concerned building unit is made of reinforced concrete. It is constructed of monolith storey plates, monolith flat roof plate, beams and columns, which form a spatial frame construction. Permanent impacts, variable impacts and impacts resulting from an earthquake are taken into account in the analysis of the loadbearing structure. The analysis of the load-bearing structure is performed with two different computational models. The first model is used for the analysis of a typical monolith storey plate and the second, which is spatial, is used to define earthquake impacts and for the analysis of the vertical load-bearing elements of the building. Both models are made with a commercial program SAP2000 (Computers and Structures, Inc. 2009). In the thesis, the design of the monolith storey plate at the position P400 and part of the construction at the side site of the building are shown in detail. The required amount of longitudinal reinforcement in the concerned monolith storey plate is similar to the installed amount of reinforcement in the plate obtained from the project documentation. The amounts of longitudinal and transversal reinforcement in the analysed beams and columns of the loadbearing structure of the building are also similar. The dimensions of the columns, obtained from the project documentation, are even larger than the required dimensions according to the provisions of the standards. The results of the analysis are presented in text, graphics and tables. The layout of the reinforcement in the concerned load-bearing elements is shown in reinforcement plans which form part of the annex of the thesis.
Keywords (ePrints, secondary language):	reinforced concrete;frame construction;design;Eurocode standards;plates;beams;columns
ID:	8312890