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Poenostavljena verzija programa EAVEK : diplomska naloga
ID Celarec, Daniel (Author), ID Dolšek, Matjaž (Mentor) More about this mentor... This link opens in a new window

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PID: 20.500.12556/rul/f4fa9df8-5606-4ed4-8335-55e01ee36457

Abstract
Izdelana je poenostavljena verzija programa EAVEK v programu MATLAB. Teoretične osnove so povzete po prejšnji verziji programa, dodanih pa je nekaj novosti, ki jih zahteva standard Evrokod 8. Te novosti se nanašajo na kontrolo tlorisne nepravilnosti stavbe, upoštevanje slučajne ekscentričnosti mase in vpliv teorije drugega reda. Program je razvit tako, da je mogoče dodajati nove makroelemente. Opisani so algoritem programa, tvorjenje togostnih matrik makroelementov in oblika vhodnih ter izhodnih podatkov. Predstavljeni so ukazi za analizo in prikaz rezultatov. Uporaba programa je prikazana na dveh primerih. Rezultati analize so primerjani z rezultati programov SAP 2000, ETABS in EAVEK.

Language:Slovenian
Keywords:gradbeništvo, diplomska dela, UNI, EAVEK, modelna analiza s spektri odziva, psevdotridemenzionalni model, EC8
Work type:Undergraduate thesis
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Place of publishing:Ljubljana
Publisher:[D. Celarec]
Year:2007
Number of pages:XIII f., 99 str.
PID:20.500.12556/RUL-32062 This link opens in a new window
UDC:004.42:624.042.7(043.2)
COBISS.SI-ID:3697249 This link opens in a new window
Publication date in RUL:10.07.2015
Views:4419
Downloads:610
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Secondary language

Language:English
Title:The simplified version of the program EAVEK : graduation thesis
Abstract:
The simplified version of the program EAVEK has been developed in the MATLAB programming language. Theoretical backgrounds of the new program are based on the program EAVEK. However, some new capabilities are added in the program. Therefore, the new program automatically checks the irregularity in plan and considers accidental torsion and second-order effects according to Eurocode 8. In addition, it is also possible to add new macro-elements in the program. The algorithm, the construction of the stiffness matrices of the macro-elements, and the input and output data are described. In the project a list of the commands used for the analysis or post-processing of the results is also presented. The use of the program is demonstrated by the two examples and the results of the analyses are compared with results obtained by the programs SAP 2000, ETABS, and EAVEK.

Keywords:civil engineering, graduation thesis, EAVEK, model response spectrum analysis, pseudo threedimensional model, EC8

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