diplomsko delo
Andrej Gril (Author), Matjaž Skrinar (Mentor)

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;potresna analiza;okvirna konstrukcija;nihajni čas;

Data

Language: Slovenian
Year of publishing:
Typology: 2.11 - Undergraduate Thesis
Organization: UM FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Publisher: [A. Gril]
UDC: 624.131.55(043.2)
COBISS: 17414422 Link will open in a new window
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Downloads: 161
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Other data

Secondary language: English
Secondary title: VERIFICATION OF DIFFERENT STRUCTURAL MODELS FOR EIGENPERIODS ANALYSIS REGARDING THE NUMBER OF STOREYS
Secondary 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.
Secondary keywords: civil engineeirng;seismic analysis;frame systemconstruction;vibration period;
URN: URN:SI:UM:
Type (COBISS): Undergraduate thesis
Thesis comment: Univ. v Mariboru, Fak. za gradbeništvo
Pages: IX, 78 f.
ID: 8726108