20.500.12556/RUL-107327 Analiza in dimenzioniranje armiranobetonske nosilne konstrukcije več-stanovanjske zgradbe diplomska naloga Analysis and design of the reinforced concrete load-bearing structure of multi-residential building graduation thesis V diplomski nalogi smo se ukvarjali z računsko analizo armiranobetonske stanovanjske zgradbe v skladu z načeli in določili standarda Evrokod ter dimenzioniranjem karakterističnih nosilnih elementov konstrukcijskega sistema. Najprej smo se posvetili analizi tipične medetažne konstrukcije zgradbe. V ta namen smo, z uporabo komercialnega računalniškega programa SAP2000, izdelali računski model konstrukcije, ki smo ga obtežili s stalno in koristno obtežbo ter preverili t.i. mejna stanja skladno z veljavno zakonodajo. V nadaljevanju smo se posvetili analizi vertikalnih nosilnih elementov. Tako smo izdelali idealiziran računski model celotnega konstrukcijskega sistema obravnavane zgradbe in ga izpostavili delovanju vertikalnih ter horizontalnih obtežb. Izkaže se, da ima med horizontalnimi obtežbami prevladujoči vpliv nezgodna oziroma seizmična obtežba. Njen vpliv na izbran konstrukcijski sistem smo analizirali na poenostavljen način s tako imenovano metodo sil. Postopek računske analize ter dimenzioniranja vertikalnih nosilnih elementov zgradbe smo prikazali na primeru obodne stene. Za oba obravnavana dela nosilne konstrukcije smo izdelali tudi armaturne načrte. The topic of the bachelor thesis is an analysis of a reinforced concrete residential building in accordance with the provisions of Eurocode standards as well as a design of the characteristic elements of the structural system. First, a typical slab structure is analysed with a commercial computer program SAP2000. The numerical model of the structure is exposed to a combination of dead and live loads. The limit states according to the current legislation are considered. The vertical structural elements are analysed next. A simplified model of the entire structural system is created and exposed to horizontal and vertical loads. It turns out that the seismic load has a dominant impact among the horizontal loads. Its influence on the selected structural system is analysed with a simplified method known as the force method. The process of the analysis and design of vertical structural elements are presented on case of the circumferential wall. Finally, the reinforcement plans of both analysed structures, the typical slab structure and the circumferential wall, are prepared. armiranobetonska stavba standard Evrokod SAP2000 analiza dimenzioniranje plošča stena reinforced concrete building standard Eurocod SAP2000 analysis design slab wall true false false [R. Krek] Slovenski jezik Angleški jezik Diplomsko delo/naloga 2019-03-30 07:45:02 2019-03-30 07:45:09 2022-11-30 14:34:45 0000-00-00 00:00:00 2019 0 0 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 624.012.45:624.07(043.2) 134860 8771681 2970.pdf 2970.pdf 1 0B929C8FBAC4982497D775392EF32938 341f74e4d245d89c134d3dcc3883b0ca6f0fb07c924003ced944d1643f745bd1 686c8ddf-a1b6-11eb-a523-00155dcfd717 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=118130 2971.pdf 2971.pdf 1 C27CB050D6007451C6BBDA9775AFE052 89715010e1582339a4eb8fe048032a3dc0916bec82644ed14527fc4ae4a49c89 688b8e54-a1b6-11eb-a523-00155dcfd717 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=118132 2972.pdf 2972.pdf 1 41E6BC0385555A7D0684CE5250B7C8CF 1643cd5c5d14ab71afaccdfe261d3a12dc8bce40892e4924b497376b3aebfbb8 6899dea7-a1b6-11eb-a523-00155dcfd717 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=118133 2973.pdf 2973.pdf 1 701A7FC5B393D4EBA0D274ACEF51A092 7a909d1d78d270b16747f6119337a97502b6d17d21056342d6b62a3e41a19133 68aa8d45-a1b6-11eb-a523-00155dcfd717 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=118134 2974.pdf 2974.pdf 1 34847AE876DD693DBDBF9E6F0EECA8EC 590c275e6e45ec9c9060490795874c9dde496893f6bb362b40d4a597ab03ac40 68bb4aa6-a1b6-11eb-a523-00155dcfd717 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=118135 Fakulteta za gradbeništvo in geodezijo 0 0 0