Analiza in dimenzioniranje nosilne konstrukcije večstanovanjske stavbe v Novem mestu

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Language:	Slovenian
Year of publishing:	2013
Source:	Ljubljana
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[L. Kocman]
UDC:	624.012.45:728.2(497.4Novo mesto)(043.2)
COBISS:	6392161
Views:	2232
Downloads:	557
Average score:	0 (0 votes)
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Secondary language:	English
Secondary title:	Analysis and design of load-bearing structure of a multi-residential building in Novo mesto
Secondary abstract:	This thesis presents the analysis and design of load-bearing elements of reinforced concrete supporting structure of the multi-residential building in the village Podbreznik in Novo mesto. The supporting structure is made of full interfloor plates, roof plate and the unconnected and connected walls with or without openings. Two dimensioned supporting elements, namely the ceiling panel in the 1st floor and the wall with openings on the circumference of building, are analyzed in detail. The analysis of the load-bearing structure of the building is carried out by using two computational models. The first model, which serves for the analysis of the ceiling plates, is planar and is constructed by using the program SAP2000. Another model, used to estimate oscillation of the structure and to analyze the vertical load-bearing elements of the building, is spatial and is made in the program ETABS. When analyzing the ceiling plates, the permanent and variable impact that affect perpendicular to the plane of the plate, are considered. The analysis of the vertical load-bearing elements, in addition to permanent and variable impacts that affect in vertical direction, also includes the impacts that affect the horizontal direction - the impacts of wind and earthquake. The computational models take into account the relevant design values of impacts and properties of the materials. The results of the analysis and dimensioning of the selected load-bearing elements are shown in the form of the text, tables, and the plans of the fixture.
Secondary keywords:	graduation thesis;civil engineering;OG-MK;supporting structure;multi-residential building;reinforced concrete;plates;walls;standard Eurocode;design;
File type:	application/pdf
Type (COBISS):	Bachelor thesis/paper
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	XIV, 66 str., 5 pril.
Type (ePrints):	thesis
Title (ePrints):	Analysis and design of load-bearing structure of a multi-residential building in Novo mesto
Keywords (ePrints):	Nosilna konstrukcija;večstanovanjska stavba;armirani beton;plošče;stene;standard Evrokod;dimenzioniranje
Keywords (ePrints, secondary language):	Supporting structure;multi-residential building;reinforced concrete;plates;walls;standard Eurocode;design
Abstract (ePrints):	V diplomski nalogi je predstavljena analiza in dimenzioniranje nosilnih elementov armirano-betonske nosilne konstrukcije večstanovanjske stavbe v naselju Podbreznik v Novem mestu. Nosilno konstrukcijo stavbe predstavljajo polne medetažne plošče, strešna plošča ter nepovezane in povezane stene brez oziroma z odprtinami. Podrobneje sta analizirana in dimenzionirana dva nosilna elementa, in sicer stropna plošča v I. nadstropju ter stena z odprtinami na obodu stavbe. Analiza nosilne konstrukcije stavbe je izvedena s pomočjo dveh računskih modelov. Prvi model, ki služi za analizo stropne plošče, je ravninski in je izdelan s pomočjo programa SAP2000. Drugi model, ki služi za oceno lastnega nihanja konstrukcije ter analizo vertikalnih nosilnih elementov stavbe, je prostorski in je izdelan v programu ETABS. Pri analizi stropne plošče so upoštevani stalni in koristni vplivi, ki učinkujejo pravokotno na ravnino plošče. Pri analizi vertikalnih nosilnih elementov pa so poleg stalnih in spremenljivih vplivov, ki učinkujejo v navpični smeri, upoštevani tudi vplivi, ki učinkujejo v vodoravni smeri – vplivi vetra in potresa. V računskih modelih so upoštevane ustrezne projektne vrednosti vplivov in lastnosti materialov. Rezultati analize in preverjanj izbranih nosilnih elementov so prikazani v obliki besedila, preglednic in načrtov armature.
Abstract (ePrints, secondary language):	This thesis presents the analysis and design of load-bearing elements of reinforced concrete supporting structure of the multi-residential building in the village Podbreznik in Novo mesto. The supporting structure is made of full interfloor plates, roof plate and the unconnected and connected walls with or without openings. Two dimensioned supporting elements, namely the ceiling panel in the 1st floor and the wall with openings on the circumference of building, are analyzed in detail. The analysis of the load-bearing structure of the building is carried out by using two computational models. The first model, which serves for the analysis of the ceiling plates, is planar and is constructed by using the program SAP2000. Another model, used to estimate oscillation of the structure and to analyze the vertical load-bearing elements of the building, is spatial and is made in the program ETABS. When analyzing the ceiling plates, the permanent and variable impact that affect perpendicular to the plane of the plate, are considered. The analysis of the vertical load-bearing elements, in addition to permanent and variable impacts that affect in vertical direction, also includes the impacts that affect the horizontal direction - the impacts of wind and earthquake. The computational models take into account the relevant design values of impacts and properties of the materials. The results of the analysis and dimensioning of the selected load-bearing elements are shown in the form of the text, tables, and the plans of the fixture.
Keywords (ePrints, secondary language):	Supporting structure;multi-residential building;reinforced concrete;plates;walls;standard Eurocode;design
ID:	8312925