Projektiranje večstanovanjskih stavb v Kočevju po standardih Evrokod

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Language:	Slovenian
Year of publishing:	2010
Source:	Ljubljana
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[M. Keše]
UDC:	624.012.45:693.55(043.2)
COBISS:	5138273
Views:	2671
Downloads:	624
Average score:	0 (0 votes)
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Secondary language:	English
Secondary title:	Design of multiresidental buildings in Kočevje according to Eurocode standards
Secondary abstract:	This thesis presents static analysis of multiresidental building in Kočevje according to current standards for designing of building structures Eurocode. Load-bearing construction is composed of monolith reinforced concrete plates and reinforced concrete walls with columns. In the analysis of construction we consider impacts, which could have influence on construction in her existence period. This impacts are permanent impacts, variable impacts - impacts of imposed loads, snow and wind loads and also seismic effects. We are showing design of typical structural elements in detail which are in our case typical ceiling construction and a wall. The analysis of building or individual load-bearing elements was completely made by computer programme Tower. One of the primary aims of this thesis was comparison between quantity of reinforcement, which is built-in in typical load-bearing elements of building and was designed in accordance with the requirements of the old Yugoslav regulations PBAB and between quantity of reinforcement, which is required by current Eurocode standards. The comparison indicated that the amount of built-in reinforcement is in accordance with requirements of Eurocode standards. Somewhere is built- in reinforcement even more than is required. Analysis results are displayed textual and visual in tables, images and reinforcement drawings.
Secondary keywords:	design;Eurocode standards;reinforced concrete;multiresidential building;
File type:	application/pdf
Type (COBISS):	Undergraduate thesis
Thesis comment:	Univ. Ljubljana, Fak. za gradbeništvo in geodezijo
Pages:	XIX, 109 str., pril.
Type (ePrints):	thesis
Title (ePrints):	Design of multiresidental building in Kočevje according to Eurocode standards
Keywords (ePrints):	projektiranje;standard Evrokod;armiran beton;večstanovanjska stavba
Keywords (ePrints, secondary language):	design;Eurocode standards;reinforced concrete;multiresidental building
Abstract (ePrints):	V diplomski nalogi predstavljamo statično analizo večstanovanjske stavbe v Kočevju po trenutno veljavnih standardih Evrokod. Nosilna konstrukcija stavbe je sestavljena iz medetažnih monolitnih armiranobetonskih plošč ter iz armiranobetonskih sten in stebrov. Pri analizi konstrukcije upoštevamo vse vplive, ki naj bi v življenski dobi stavbe delovali na konstrukcijo. Ti vplivi so stalni vplivi, spremenljivi vplivi - koristna obtežba, obtežba snega in vetra ter potresni vplivi. Natančneje prikazujemo projektiranje značilnih konstrukcijskih elementov, in sicer tipične medetažne stropne konstrukcije in stene. Analizo stavbe oziroma posameznih nosilnih elementov smo opravili s pomočjo ustreznih računskih modelov v računalniškem programu Tower. Eden izmed poglavitnih ciljev diplomske naloge je bila primerjava med količino armature, ki je vgrajena v karakterističnih nosilnih elementih stavbe in ki je bila projektirana še po starih jugoslovanskih predpisih PBAB ter količino armature, ki jo zahtevajo sedaj veljavni standardi Evrokod. Primerjava je pokazala, da je količina vgrajene armature skladna tudi z zahtevami standardov Evrokod, vgrajene armature je ponekod tudi več od potrebne. Rezultati analize so prikazani tekstualno, v preglednicah, z risbami ter z armaturnimi načrti.
Abstract (ePrints, secondary language):	This thesis presents static analysis of multiresidental building in Kočevje according to current standards for designing of building structures Eurocode. Load-bearing construction is composed of monolith reinforced concrete plates and reinforced concrete walls with columns. In the analysis of construction we consider impacts, which could have influence on construction in her existence period. This impacts are permanent impacts, variable impacts - impacts of imposed loads, snow and wind loads and also seismic effects. We are showing design of typical structural elements in detail which are in our case typical ceiling construction and a wall. The analysis of building or individual load-bearing elements was completely made by computer programme Tower. One of the primary aims of this thesis was comparison between quantity of reinforcement, which is built-in in typical load-bearing elements of building and was designed in accordance with the requirements of the old Yugoslav regulations PBAB and between quantity of reinforcement, which is required by current Eurocode standards. The comparison indicated that the amount of built-in reinforcement is in accordance with requirements of Eurocode standards. Somewhere is built- in reinforcement even more than is required. Analysis results are displayed textual and visual in tables, images and reinforcement drawings.
Keywords (ePrints, secondary language):	design;Eurocode standards;reinforced concrete;multiresidental building
ID:	8310338