Projekt nakupovalnega centra : diplomska naloga

Veškovo, Andrej (author), Može, Primož (mentor)

Projekt nakupovalnega centra v Ljubljani obsega tehnično poročilo, zasnovo konstrukcije, obtežbe, računski model nosilnih konstrukcij, dimenzioniranje v mejnem stanju nosilnosti in uporabnosti, potresnem projektnem stanju, dimenzioniranje tipičnih spojev ter pozicijske načrte in skice spojev. Jeklena konstrukcija prenaša horizontalne obremenitve v obeh smereh z ekscentričnimi povezji. Stropna konstrukcija je sovprežna. Sekundarni nosilci se členkasto spajajo s primarnimi nosilci, ki prenašajo obtežbo dalje do stebrov. V programu Scia Engineer se opravi računski model povezja, kjer iz notranjih sil in pomikov dimenzioniramo profile. V strižnih členih se disipira potresna energija, ostale elemente (preostali deli prečk, diagonale, stebri) povezja pa moramo načrtovati po principu projektiranja nosilnosti. Projektirali smo v skladu z Evrokod standardi 1 (vplivi na konstrukcije), 3 (jeklene konstrukcije), 4 (sovprežne konstrukcije) in 8 (potresno odporne konstrukcije).

• Language: Slovenian
• Keywords: gradbeništvo, diplomska naloga, UNI, gradbene konstrukcije, jeklene konstrukcije, sovprežna plošča
• Work type: Bachelor thesis/paper
• Typology: 2.11 - Undergraduate Thesis
• Organization: FGG - Faculty of Civil and Geodetic Engineering
• Place of publishing: Ljubljana
• Publisher: [A. Veškovo]
• Year: 2016
• Number of pages: X, 40 str., 13 pril.
• PID: 20.500.12556/RUL-86547
• UDC: 624.014.2:725.1:339.378.2(043.2)
• COBISS.SI-ID: 7848289
• Publication date in RUL: 15.12.2016

VEŠKOVO, Andrej, 2016, Projekt nakupovalnega centra : diplomska naloga [online]. Bachelor’s thesis. Ljubljana : A. Veškovo. [Accessed 15 March 2025]. Retrieved from: https://repozitorij.uni-lj.si/IzpisGradiva.php?lang=eng&id=86547

Secondary language

• Language: English
• Title: Design of shopping centre

Abstract

The design of the shopping center in Ljubljana includes technical report, conceptual design, load actions, global analysis, design in the ultimate limit state (ULS), in the serviceability limit state (SLS) and in the seismic design state, position plans of the structure and the connections. The steel frame with the eccentric bracing carries horizontal loads in both directions. The composite slab is used for the inter-storey structure. Secondary beams are connected to the primary beams by hinge connections. The global analysis was performed in a computer program Scia Engineer. The internal forces and displacements as calculated were used for the design of the frames. The seismic links are designed to dissipate seismic energy. Other elements in a frame like columns and diagonals are designed with the principle of the capacity design. The structure was designed in accordance with Eurocode Standards 1 (actions on structures), 3 (steel structures), 4 (composite structures) and 8 (earthquake resistant structures).

• Keywords: civil engineering, steel structures, composite steel-concrete slab