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Title:VPLIV RAZPONA ETAŽ NA UPORABNOST RAZLIČNIH MODELOV STAVB ZA ANALIZO NIHAJNIH ČASOV
Authors:ID Ugulin, Tina (Author)
ID Skrinar, Matjaž (Mentor) More about this mentor... New window
Files:.pdf VS_Ugulin_Tina_2013.pdf (1,79 MB)
MD5: D5AC1BCE9AB01B6213708E98D9E44B08
 
Language:Slovenian
Work type:Undergraduate thesis
Typology:2.11 - Undergraduate Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:V diplomskem delu je obravnavana jeklena konstrukcija s šestimi etažami. Za to konstrukcijo smo izračunali togosti, pomike in prve nihajne čase. Namen diplomskega dela je bilo opazovanje obnašanja različnih ravninskih modelov konstrukcij glede na dolžino prečk. Uporabili smo različne modele in metode, in sicer dve metodi iz Slovenskega standarda SIST EN 1998-1, dva modela po Buchholdtu in računalniški program Tower 7. V zaključku smo izvedli primerjavo dobljenih togosti, pomikov in nihajnih časov, ter na osnovi izračunanih vrednosti podali komentarje posameznih modelov. Rezultati so pokazali, da se pojavijo opazne razlike v izbiri modelov stavb.
Keywords:gradbeništvo, diplomsko delo, potresno inženirstvo, nihajni čas
Place of publishing:[Maribor
Publisher:[T. Ugulin]
Year of publishing:2013
PID:20.500.12556/DKUM-41792 New window
UDC:624.131.55(043.2)
COBISS.SI-ID:17741590 New window
NUK URN:URN:SI:UM:DK:ZNRCEFOK
Publication date in DKUM:09.09.2013
Views:1771
Downloads:160
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Secondary language

Language:English
Title:THE EFFECT OF SPAN-LENGTH ON THE APPROPRIATENESS OF VARIOUS BUILDING MODELS FOR THE ANALYSIS OF EIGEN-PERIODS
Abstract:This diploma thesis concerns a six floor steel structure. For that structure we calculated the stiffness, displacements and the first eigen-periods. The purpose of the thesis is to observe the behavior of various planar structures depending on the beam lenght. We used different models and methods, two methods from the Slovenian standard SIST EN 1998-1, two Buchholdt models and the Tower 7 computer program. In conclusion, we made a comparison of the acquired stiffness, displacement and eigen-periods and on that basis commented the models. The results show large differences in the selection of models.
Keywords:civil engineering, graduate work, earthquake engineering, eigen-period


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