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Program za dimenzioniranje armiranobetonskih gred v skladu s standardom EC8 : diplomska naloga
ID Šmon, Miran (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/84450329-9a8c-415f-8858-9f1aba1eec44

Abstract
Potresnoodporno dimenzioniranje armiranobetonskih konstrukcij po standardu EN 1998-1 zahteva kontrolo pogojev, ki pri potresu zagotavljajo neporušitev konstrukcije in omejitev poškodb. V diplomski nalogi je najprej predstavljeno projektiranje potresnoodpornih konstrukcij po EC8, kjer so podani principi glede določitve potresne obtežbe in analize. V nadaljevanju pa je podrobno predstavljeno projektiranje armiranobetonskih gred za srednjo (DCM) in visoko stopnjo duktilnosti (DCH), kar predstavlja glavno temo diplomske naloge. Ker programi za analizo in dimenzioniranje konstrukcij ponavadi omogočajo dimenzioniranje le po standardu EN 1992-1, je potrebno kontrolo potresnoodpornega dimenzioniranja izvesti ''peš''. Program Gredko dimenzionira armiranobetonske grede v skladu z EN 1998-1. Rezultate analize in dimenzioniranja po EC2 vnesemo kot vhodne podatke v program, ki nam nato preveri pogoje potresnoodpornega dimenzioniranja in poda izpis rezultatov, iz katerega je razvidna izpolnjenost pogojev in rezultati dimenzioniranja strižne armature. Omogočena je kontrola upogibnih nosilnosti v kritičnih in izvenkritičnih območjih, kar programu zagotavlja celovitost dimenzioniranja betonskih gred. Grafična oblika algoritma nazorno prikazuje potek projektiranja in dimenzioniranja gred. Za izdelavo aplikacije sem uporabil program MATLAB. Uporabniku prijazen način dela s programom Gredko omogoča uporaba Matlabovega grafičnega vmesnika. V nalogi je poleg klasičnega programiranja funkcij predstavljen tudi princip dela in programiranja grafičnega vmesnika. Program sem testiral s primeri, rezultate pa primerjal z rezultati dobljenimi na drug način. S prvim primerom sem pokazal potek dela s prikazom pogovornih oken, pri ostalih dveh pa so prikazani vhodni podatki in primerjava rezultatov.

Language:Slovenian
Keywords:gradbeništvo, diplomska dela, UNI, Konstrukcijska smer, ariranobetonska gred, potresnoodporno projektiranje, načrtovanje nosilnosti, Matlab, civilengineering, graduation thesis, reinforced concrete beams, earthquake resistance design, capacity design, Matlab
Work type:Undergraduate thesis
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Place of publishing:Ljubljana
Publisher:[M. Šmon]
Year:2007
Number of pages:X f., 93 str.
PID:20.500.12556/RUL-32065 This link opens in a new window
UDC:004.42:006(4):624.012.45(043.2)
COBISS.SI-ID:3656801 This link opens in a new window
Publication date in RUL:10.07.2015
Views:6938
Downloads:832
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Secondary language

Language:English
Title:Aplication for design of reinforced concrete beams in accordance with EC8 : graduation thesis
Abstract:
Earthquake resistance design of reinforced concrete beams in accordance with EN 1998-1 requires the non-collapse and the damage limitation under the design seismic action. The earthquake resistance design in accordance with EC8 is introduced in the beginning. The continuation of diploma thesis introduces the designing of reinforced concrete beams for medium ductility class (DCM) and high ductility class (DCH) in details. In most cases, programs and applications for construction analysis and design enables designing only in accordance with EN 1992-1, the controls of earthquake resistance design must be done by hand. Application called Gredko, designs reinforced concrete beams in accordance with EN 1998-1. Analysis and designing results by EC2 are input parameters for application Gredko, where the conditions of earthquake designing are checked. The completion of designing conditions and results of shear reinforcement determination are visible on output results list. Design resistance to bending in critical and uncritical sections enables the program a completion of designing concrete reinforced beams. Graphical layout of algorithm evidently shows the procedure for beams designing. Program MATLAB was used for making out application. User-friendly way of working with application Gredko is enabled by MATLAB tool, called graphical user interface development environment. The diploma thesis, besides introducing classical programming of functions also introduces principles of working and programming the graphical user interface. Application Gredko was tested by examples and results were compared with results from different analyses. In the first testing example, a procedure of working with application is introduced with interactive windows; by other two examples input parameters and results comparison are shown.


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