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Projekt poslovne stavbe s prostorskimi momentnimi okvirji : diplomska naloga
ID Tomažič, Miha (Author), ID Korelc, Jože (Mentor) More about this mentor... This link opens in a new window, ID Može, Primož (Comentor)

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Abstract
V diplomski nalogi je predstavljen postopek projektiranja poslovnega objekta. Stavba ima štiri nadstropja, ki se po etažah razlikujejo po uporabnosti. Horizontalna togost konstrukcije se v obeh pravokotnih smereh zagotavlja z momentnimi okvirji. Medetažne plošče in strešna konstrukcija so izvene s sovprežno ploščo. Skonstuirana sta tudi dva osnovna tipa spojev. Globalna analiza konstrukcije je v celoti narejena v ravninskem modelu. V izračunih je upoštevana elastična analiza po teoriji drugega reda z upoštevanjem začetnih globalnih geometrijskih nepopolnosti, ki so zajete z nagibom konstrukcije 1,95 mm/m. V okviru diplomske naloge so izdelani tudi osnovni načrti pozicij elementov v etažah in načrta spojev.

Language:Slovenian
Keywords:gradbeništvo, diplomska naloga, VSŠ, OG-MK, jeklena konstrukcija, momentni okvir, sovprežna plošča, statični izračun
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Place of publishing:Ljubljana
Publisher:[M. Tomažič]
Year:2014
Number of pages:XII, 130 str., 9 pril.
PID:20.500.12556/RUL-32464 This link opens in a new window
UDC:624.014.2(497.4)(043.2)
COBISS.SI-ID:6810721 This link opens in a new window
Publication date in RUL:10.07.2015
Views:3793
Downloads:757
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Secondary language

Language:English
Title:Project commercial buildings of spatial moment frame
Abstract:
This diploma paper presents the design process of an office building. The building has four floors and they vary in usability. The horizontal stiffness is provided by moment frames in boath in both main axes. The floor structure is represented by a composite slab. Two basis joint types are constructed and designed. Global analysis of construction is entirely made in two-dimensional model. In the calculations, second-order elastic analysis with geometric imperfection is included, where the inclination of the construction is 1,95 mm/m. In this diploma paper basic of the construction and joints are made.

Keywords:steel structure, frame, composite plate, static calculation

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