diplomska naloga
Miran Šmon (Avtor), Matjaž Dolšek (Mentor)

Povzetek

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.

Ključne besede

gradbeništvo;diplomska dela;UNI;Konstrukcijska smer;ariranobetonska gred;potresnoodporno projektiranje;načrtovanje nosilnosti;Matlab;civilengineering;graduation thesis;reinforced concrete beams;earthquake resistance design;capacity design;

Podatki

Jezik: Slovenski jezik
Leto izida:
Tipologija: 2.11 - Diplomsko delo
Organizacija: UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik: [M. Šmon]
UDK: 004.42:006(4):624.012.45(043.2)
COBISS: 3656801 Povezava se bo odprla v novem oknu
Št. ogledov: 4004
Št. prenosov: 780
Ocena: 0 (0 glasov)
Metapodatki: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Ostali podatki

Sekundarni jezik: Angleški jezik
Sekundarni naslov: Aplication for design of reinforced concrete beams in accordance with EC8
Sekundarni povzetek: 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.
Sekundarne ključne besede: civilengineering;graduation thesis;reinforced concrete beams;earthquake resistance design;capacity design;Matlab;
Vrsta datoteke: application/pdf
Vrsta dela (COBISS): Diplomsko delo
Komentar na gradivo: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Strani: X f., 93 str.
ID: 8310151