Projekt štiri etažne poslovne stavbe : diplomska naloga

Pohlin, Boštjan (author), Sinur, Franc (mentor)

Diplomska naloga obravnava projektiranje štiri etažne poslovne stavbe. Nosilno konstrukcijo stavbe v prečni smeri predstavljajo momentni okvirji, v vzdolžni smeri pa okvirji z ekscentričnimi povezji. Narejena je geometrijsko nelinearna statična analiza z upoštevanjem začetnih globalnih geometrijskih nepopolnosti. Določeni so vsi elementi nosilne konstrukcije, sovprežni nosilci ter značilni spoji. Statična analiza, analiza seizmičnih vplivov in dimenzioniranje je izvedeno v skladu s SIST EN 1990, SIST EN 1991, SIST EN 1993, SIST EN 1994 in SIST EN 1998.

• Language: Slovenian
• Keywords: gradbeništvo, diplomska naloga, VSŠ, statična analiza, potresna analiza, jeklena poslovna stavba, nelinearna analiza
• Work type: Undergraduate thesis
• Typology: 2.11 - Undergraduate Thesis
• Organization: FGG - Faculty of Civil and Geodetic Engineering
• Place of publishing: Ljubljana
• Publisher: [B. Pohlin]
• Year: 2015
• Number of pages: XI, 148 str., 1 pril.
• PID: 20.500.12556/RUL-32769
• UDC: 624.014.2(043.2)
• COBISS.SI-ID: 7031649
• Publication date in RUL: 10.07.2015

POHLIN, Boštjan, 2015, Projekt štiri etažne poslovne stavbe : diplomska naloga [online]. Bachelor’s thesis. Ljubljana : B. Pohlin. [Accessed 17 March 2025]. Retrieved from: https://repozitorij.uni-lj.si/IzpisGradiva.php?lang=eng&id=32769

Secondary language

• Language: English
• Title: Structural design of a four storey office building

Abstract

Diploma deals with the design of four story office building. The structural system of the building is made of moment resisting frames in transverse direction and frames with eccentric braces in the longitudinal direction of the building. The geometric nonlinear static analysis with initial imperfections was performed to determine internal forces in the elements. All the elements of supporting structure as well as typical joints were designed. The static analysis, the seismic action and the design of the elements were performed according to SIST EN 1990, SIST EN 1991, SIST EN 1993, SIST EN 1994 and SIST EN 1998.

• Keywords: static analysis, seismic analysis, steel office building, nonlinear analysis