Statični izračun jeklenega trietažnega poslovnega objekta

diplomska naloga

Damjan Sekereš (Author), Jože Korelc (Mentor), Tomo Cerovšek (Thesis defence commission member), Jože Lopatič (Thesis defence commission member), Peter Skuber (Co-mentor)

Abstract

Keywords

gradbeništvo;diplomska dela;VSŠ;jeklena konstrukcija;sovprežna plošča;statični izračun;

Data

Language:	Slovenian
Year of publishing:	2011
Source:	Ljubljana
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[D. Sekereš]
UDC:	624.014.2:624.04(043.2)
COBISS:	5443169
Views:	2449
Downloads:	573
Average score:	0 (0 votes)
Metadata:

Other data

Secondary language:	English
Secondary title:	Static calculation of three-storey office building
Secondary abstract:	This diploma paper explains a static calculation of a three-storey office building. The supporting construction is made of steel, composed of momentary frames in the transverse direction and of frames with the centric linkage in the longitudinal direction. The interstory slab is a composite RC slab. The global analysis was made according to the space numeric model. The static quantities calculations were made with the elastic analysis according to the second order theory with the starting geometric imperfection. I executed the inner static quantities and dimensioning with the program SCIA Engineer. The factors affecting the construction were set according to the Evrokod standards. The seismic loading was replaced with equivalent forces, considering the coincidental torsions. I dimensioned the characteristic joints and created the dispositional plans and the plans of typical joints.
Secondary keywords:	graduation thesis;steel structure;composite plate;static calculation;
File type:	application/pdf
Type (COBISS):	Undergraduate thesis
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	XVI, 95 str., [51] pril.
Type (ePrints):	thesis
Title (ePrints):	Static calculation of three-storey office building
Keywords (ePrints):	Jeklena konstrukcija;sovprežna plošča;statični izračun
Keywords (ePrints, secondary language):	Steel structure;composite plate;static calculation
Abstract (ePrints):	V diplomski nalogi je narejen statični izračun trietažnega poslovnega objekta. Nosilna konstrukcija je jeklena, sestavljena iz momentnih okvirjev v prečni smeri in iz okvirjev z centričnim povezjem v vzdolžni smeri. Medetažna plošča je sovprežna armiranobetonska plošča. Globalna analiza je narejena na prostorskem numeričnem modelu. Račun statičnih količin je narejen z elastično analizo po teoriji drugega reda z začetno geometrijsko nepopolnostjo. Notranje statične količine in dimenzioniranje sem izvedel s programom SCIA Engineer. Vplive na konstrukcijo sem določil v skladu z Evrokod standardi. Potresno obtežbo sem nadomestil z ekvivalentnimi silami, z upoštevanjem naključne torzije. Dimenzioniral sem značilne spoje in izdelal dispozicijske načrte ter načrte tipičnih spojev.
Abstract (ePrints, secondary language):	This diploma paper explains a static calculation of a three-storey office building. The supporting construction is made of steel, composed of momentary frames in the transverse direction and of frames with the centric linkage in the longitudinal direction. The interstory slab is a composite RC slab. The global analysis was made according to the space numeric model. The static quantities calculations were made with the elastic analysis according to the second order theory with the starting geometric imperfection. I executed the inner static quantities and dimensioning with the program SCIA Engineer. The factors affecting the construction were set according to the Evrokod standards. The seismic loading was replaced with equivalent forces, considering the coincidental torsions. I dimensioned the characteristic joints and created the dispositional plans and the plans of typical joints.
Keywords (ePrints, secondary language):	Steel structure;composite plate;static calculation
ID:	8312019