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Title:Vpliv modeliranja polnil v analizi potresnega obnašanja armiranobetonskih okvirjev
Authors:ID Lešič, Vid (Author)
ID Skrinar, Matjaž (Mentor) More about this mentor... New window
ID Peruš, Iztok (Comentor)
Files:.pdf MAG_Lesic_Vid_2017.pdf (2,89 MB)
MD5: AEAEC81448B0B896E19767386DCF4A7F
PID: 20.500.12556/dkum/886938f1-7214-431d-9f0c-037798968fbd
 
Language:Slovenian
Work type:Master's thesis/paper
Typology:2.09 - Master's Thesis
Organization:FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
Abstract:Magistrsko delo obravnava vpliv modeliranja polnil v analizi potresnega obnašanja armiranobetonskih okvirjev na tipskem pritličnem primeru. Študije različnih avtorjev so pokazale, da lahko mehanske lastnosti zidanih polnil v računskih modelih dovolj dobro zajamemo z nadomestno diagonalo, kateri s pomočjo empiričnih enačb določimo efektivno širino in posledično ustrezno togost. Skozi leta se je pojavilo več predlaganih modelov z eno ali več nadomestnimi diagonalami, prav tako so različni avtorji predlagali različne izraze za določitev efektivne širine diagonale. V magistrskem delu je izvedena linearna, kot tudi nelinearna statična potisna analiza na štirih modelih istega okvirja z različnim številom in različno efektivno širino nadomestnih diagonal.
Keywords:zidana polnila, armiranobetonski okviri, potresna obremenitev, plastični členki, nadomestna diagonala, linearna analiza, nelinearna potisna analiza, SAP2000
Place of publishing:Maribor
Publisher:[V. Lešić]
Year of publishing:2017
PID:20.500.12556/DKUM-67988 New window
UDC:624.012.35(043.2)
COBISS.SI-ID:21226774 New window
NUK URN:URN:SI:UM:DK:DLZM12IO
Publication date in DKUM:02.10.2017
Views:2254
Downloads:284
Metadata:XML DC-XML DC-RDF
Categories:KTFMB - FG
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Licences

License:CC BY-NC-ND 4.0, Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International
Link:http://creativecommons.org/licenses/by-nc-nd/4.0/
Description:The most restrictive Creative Commons license. This only allows people to download and share the work for no commercial gain and for no other purposes.
Licensing start date:05.09.2017

Secondary language

Language:English
Title:The influence of infill's modelling in seismic behaviour's analysis of masonry rc frames
Abstract:The influence of infill's modelling in seismic behaviour's analysis of masonry RC frames on typical ground floor example is presented in the master thesis. Studies by various authors have shown that the mechanical properties of masonry infills can be sufficiently captured in mathematical models by strut models, which can determine the effective width and consequently axial stiffness with empirical equations. Over the years, several authors proposed different approaches with one or multiple strut models. Similarly, various authors proposed different empirical equations for determining the effective width of strut elements. In this master's thesis, a linear, as well as nonlinear static pushover analysis is performed on four models of the same frame with different numbers and a different effective width of the struts.
Keywords:infill’s, RC frames, earthquake linear analysis, plastic hinges, strut models, nonlinear static pushover analysis, SAP2000


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