Zasnova in analiza nosilne konstrukcije večnamenskega stadiona

magistrsko delo

Mitja Beber (Author), Stojan Kravanja (Mentor), Tomaž Žula (Co-mentor), Primož Jelušič (Co-mentor)

Abstract

V magistrskem delu je obravnavana zasnova, statična in potresna analiza ter dimenzioniranje nosilne konstrukcije večnamenskega stadiona s tlorisnimi dimenzijami 50,3 m x 14,3 m. Kapaciteta tribune je približno 1000 sedežev. Tribuna je v celoti prekrita z enokapno streho, ki dosega maksimalno višino 12,7 m v slemenu. Medetažne konstrukcije so predvidene iz prednapetih betonskih votlih plošč, ter na tribunskem delu iz montažnih armirano betonskih tribunskih L-elementov. Izvedena je bila analiza vplivov na konstrukcijo in potresna analiza v skladu s standardoma SIST EN 1991 in SIST EN 1998. Jeklena konstrukcija je bila dimenzionirana v skladu s standardom SIST EN 1993, dimenzioniranje točkovnih temeljev smo opravili v skladu s standardom SIST EN 1997. S pomočjo programske opreme Scia Engineer je izvedena statična in potresna analiza ter dimenzioniranje jeklenih elementov. Za analizo in dimenzioniranje spojev je bil uporabljen program Idea Statica. V magistrskem delu je izvedena tudi analiza porabe materiala in prikaz stroškov izdelave nosilne konstrukcije objekta.

Keywords

gradbeništvo;jeklene konstrukcije;stadion;statična analiza;potresna analiza;dimenzioniranje;

Data

Language:	Slovenian
Year of publishing:	2024
Typology:	2.09 - Master's Thesis
Organization:	UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher:	[M. Beber]
UDC:	624.014.2.04(043.2)
COBISS:	210816515
Views:	84
Downloads:	28
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Design and analysis of the structure of a multi purpose stadium
Secondary abstract:	The master’s thesis covers the design, the static and seismic analysis, and the dimensioning of the structure of a multi-purpose stadium with the floor plan dimensions 50,3 m x 14,3 m. The grandstand has a capacity of approx. 1000 seats and is completely covered by a pent roof that reaches a maximum height of 12,7 m at the ridge. The floor structures are intended to be made of pre-stressed hollow concrete slabs, while on the grandstand section precast reinforced concrete L-elements will be used. An analysis of the influences on the structure and a seismic analysis were carried out in accordance with the SIST EN 1991 and SIST EN 1998 standards. The steel structure was dimensioned according to the SIST EN 1993 standard and the pad foundations were dimensioned according to the SIST EN 1997 standard. The static and seismic analysis and the dimensioning of the steel elements were carried out using the Scia Engineer software. The Idea Statica program was used for the analysis and dimensioning of the connections. The master's thesis also includes an analysis of the material consumption and a cost presentation of the structure.
Secondary keywords:	civil engineering;steel structures;stadium;static analysis;seismic analysis;dimensioning;
Type (COBISS):	Master's thesis/paper
Thesis comment:	Univ. v Mariboru, Fak. za gradbeništvo, prometno inženirstvo in arhitekturo, Gradbeništvo
Pages:	1 spletni vir (1 datoteka PDF (XVIII, 143 str.))
ID:	24619913