Sedemetažni jekleni poslovno-komercialni objekt 20 m x 20 m x 30 m

magistrsko delo na študijskem programu 2. stopnje UM

Iztok Videmšek (Author), Stojan Kravanja (Mentor), Tomaž Žula (Co-mentor), Simon Šilih (Co-mentor)

Abstract

V magistrskem delu je izvedena zasnova, statična in potresna analiza ter dimenzioniranje sedemetažnega poslovno-komercialnega objekta tlorisnih dimenzij 20 m x 20 m, višine 30 m z medetažnimi konstrukcijami iz prefabriciranih prednapetih armiranobetonskih votlih plošč. Elementi jeklene konstrukcije so izdelani iz jeklenih vroče valjanih profilov kvalitete S355, za točkovne temelje pa beton kvalitete C25/30. Analiza vplivov na konstrukcijo je izvedena v skladu s standardom SIST EN 1991, dimenzioniranje jeklenih elementov je izvedeno po SIST EN 1993, dimenzioniranje temelja po SIST EN 1997, potresni vpliv pa je določen skladno s predpisom SIST EN 1998. Statična in potresna analiza sta izvedeni z računalniškim programom Nemetschek SCIA Engineer po teoriji II. reda, analiza spojev pa s programom Autodesk Robot Structural Analysis. Magistrsko delo obsega tudi analizo izkoriščenosti profilov in porabe materiala ter prikaz stroškov izdelave objekta.

Keywords

gradbeništvo;jeklene konstrukcije;poslovno-komercialni objekt;statična analiza;potresna analiza;dimenzioniranje;magistrske naloge;

Data

Language:	Slovenian
Year of publishing:	2017
Typology:	2.09 - Master's Thesis
Organization:	UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher:	[I. Videmšek]
UDC:	624.014.2.04(043.2)
COBISS:	20928278
Views:	1375
Downloads:	202
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Seven storey steel business-commercial building 20 m x 20 m x 30 m
Secondary abstract:	The master work presents design, static and seismic analysis, and dimensioning of seven storey business-commercial building, of floor plan dimensions 20 m x 20 m, height in ridge 30 m with interfloor structures made from prefabricated prestressed reinforced concrete hollow slabs. While steel hot rolled profiles of quality S355 are used for steel construction elements, concrete of quality C25/30 is used for individual foundations. Analysis of structure is carried out in accordance with standard SIST EN 1991, dimensioning of steel elements is carried out according to SIST EN 1993, foundation design according to SIST EN 1997, seismic action is determined in accordance with the regulation SIST EN 1998. The static and seismic analysis are performed with a computer program Nemetschek SCIA Engineer according to the theory of II. order, however, analysis of joints is carried out with program Autodesk Robot Structural Analysis. The master work comprises also an analysis of cross-sections and material consumption, and an overview of production cost of the structure.
Secondary keywords:	civil engineering;steel structures;business-commercial building;static analysis;seismic analysis;dimensioning;
URN:	URN:SI:UM:
Type (COBISS):	Master's thesis/paper
Thesis comment:	Univ. v Mariboru, Fak. za gradbeništvo, prometno inženirstvo in arhitekturo, Gradbeništvo
Pages:	XVIII, 303 str., [9] str. pril.
ID:	10859846