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Title:VERIFIKACIJA RAZLIČNIH MODELOV STAVB ZA ANALIZO NIHAJNIH ČASOV GLEDE NA ŠTEVILO ETAŽ
Authors:ID Gril, Andrej (Author)
ID Skrinar, Matjaž (Mentor) More about this mentor... New window
Files:.pdf VS_Gril_Andrej_2013.pdf (2,00 MB)
MD5: E42322F5B34678148CC2993BE09442AC
PID: 20.500.12556/dkum/3073160d-bb38-436f-8f1f-56e5f645b2b0
 
Language:Slovenian
Work type:Undergraduate thesis
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Pri potresni analizi konstrukcij se lahko uporabljajo različni modeli in metode, s katerimi lahko analiziramo obnašanje konstrukcije. Glede na stopnjo pravilnosti konstrukcije je tudi predpisana izbira računskega modela in metode, ki se uporabita za izvedbo potresne analize. Namen diplomskega dela je bilo opazovanje obnašanja različnih ravninskih modelov konstrukcij glede na število etaž konstrukcije. Zato smo v diplomskem delu uporabili konstrukcijo iz strokovnega članka, za katero smo izračunali pomike in nihajne čase. Glede na to, da je konstrukcija tlorisno pravilna in po višini tudi smo lahko uporabili dva modela po Buchholdtu, dve metodi iz Slovenski standard SIST EN 1998-1 in računalniški program Tower 7. V zaključku smo izvedli primerjavo dobljenih pomikov in nihajnih časov, ter na osnovi izračunanih vrednosti podali komentarje posameznih modelov.
Keywords:gradbeništvo, diplomsko delo, potresna analiza, okvirna konstrukcija, nihajni čas
Place of publishing:Maribor
Publisher:[A. Gril]
Year of publishing:2013
PID:20.500.12556/DKUM-40298 New window
UDC:624.131.55(043.2)
COBISS.SI-ID:17414422 New window
NUK URN:URN:SI:UM:DK:BRNK3DK8
Publication date in DKUM:09.05.2013
Views:2010
Downloads:192
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:VERIFICATION OF DIFFERENT STRUCTURAL MODELS FOR EIGENPERIODS ANALYSIS REGARDING THE NUMBER OF STOREYS
Abstract:In the seismic analysis of structures, various models and methods can be used in order to analyse the behaviour of the structure. Selection of the calculation model and the methods used for the seismic analysis are prescribed according to the degree of accuracy of the structure. The aim of the thesis was observation of the behaviour of different models of planar structures depending on the number of floors of the structure. Therefore, for my thesis I used the structure from a technical article, for which I calculated the displacements and swing era. Since the ground plan and the height are correct, I could use the two models by Buchholdt, two methods of Slovenian standard SIST EN 1998-1 and the computer program Tower 7. In conclusion, the resulting displacement and swing times were compared and individual models were commented on the basis of the calculated values.
Keywords:civil engineering, graduate work, seismic analysis, frame system constraction, vibration period


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