20.500.12556/RUL-73045 Zasnova pet etažne poslovne stavbe s poudarkom na potresno odpornem projektiranju diplomska naloga Design of five story office building with emphasise [i.e. emphasize] on seismic design V diplomski nalogi je obravnavana statična analiza in dimenzioniranje pet-etažne poslovne stavbe s poudarkom na preverjanju potresne odpornosti. Nosilno konstrukcijo predstavljajo v prečni smeri štirje momentni okvirji dolžine 30,0 m in višine 18,8 m. V vzdolžni smeri horizontalno stabilnost zagotavljajo centrična povezja. Medetažna konstrukcija je izvedena kot sovprežna plošča, ki leži na sekundarnih nosilcih. Sekundarni nosilci so členkasto priključeni na prečke in stebre momentnega okvirja. Analiza konstrukcije je bila izvedena po elastični analizi drugega reda z upoštevanjem začetnih globalnih nepopolnosti. Vsi vplivi na konstrukcijo so določeni skladno s slovenskimi standardi SIST EN 1991. Poudarek pri zasnovi stavbe je na potresni odpornosti. Potresna obremenitev je obravnavana po metodi horizontalnih sil. Objekt je načrtovan po pravilih za konstrukcije z visoko stopnjo duktilnosti (DCH). This graduation thesis deals with the static analysis and design of five story office building with focus on sesmic resistance. The main structure consist of four moment resisting frames with 10 m span between the columns, with overall lenght and width of 30,0 m and height of 18,8 m. The longitudinal stiffes is provided through moment resisting frames in one direction and concentric bracings in the other direction. Floors are designed as composite slabs that are supported by secondary beams which are connected to primary beams and columns of moment frames. The second order analysis with initial global imperfections was performed to determine internal fores in the structural elements. Analysis were made using SCIA Engineer software. All loads were determined according to Slovenian standard SIST EN 1991. Seismic analysis was made using simplified horizontal forces method. The structure is designed according to rules for high ductility class. gradbeništvo diplomska dela jeklena konstrukcija statična analiza potresna odpornost civil engineering graduation thesis steel buildings static analysis seismic design true false false [M. Podržaj] Slovenski jezik Angleški jezik Diplomsko delo/naloga 2015-10-08 05:53:13 2015-10-08 05:53:15 2022-12-16 12:13:51 0000-00-00 00:00:00 2015 0 Ljubljana 2015 Ljubljana X, 50 str., [5] str. pril., [5] f z načrti 0000-00-00 NiDoloceno NiDoloceno NiDoloceno 0000-00-00 0000-00-00 0000-00-00 7275361 BG1217_Podrzaj.pdf BG1217_Podrzaj.pdf 1 8ABAE35B3701F222892CD65AD4A0F0AB d15970acd51f5a1763fbbb8474cc111fa4776181a57d64019d02d29c2b144626 3b20dfaa-a1ae-11eb-a523-00155dcfd717 20.500.12556/rul/289f21b4-05f2-46f6-95b0-1aec88ce75f3 https://repozitorij.uni-lj.si/Dokument.php?lang=slv&id=86286 Fakulteta za gradbeništvo in geodezijo 0 0 0