diplomska naloga
Abstract
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).
Keywords
gradbeništvo;diplomska dela;jeklena konstrukcija;statična analiza;potresna odpornost;
Data
Language: |
Slovenian |
Year of publishing: |
2015 |
Typology: |
2.11 - Undergraduate Thesis |
Organization: |
UL FGG - Faculty of Civil and Geodetic Engineering |
Publisher: |
[M. Podržaj] |
UDC: |
624.014.2:624.042.7(043.2) |
COBISS: |
7275361
|
Views: |
1942 |
Downloads: |
435 |
Average score: |
0 (0 votes) |
Metadata: |
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Other data
Secondary language: |
English |
Secondary title: |
Design of five story office building with emphasise [i.e. emphasize] on seismic design |
Secondary abstract: |
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. |
Secondary keywords: |
civil engineering;graduation thesis;steel buildings;static analysis;seismic design; |
File type: |
application/pdf |
Type (COBISS): |
Bachelor thesis/paper |
Thesis comment: |
Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Pages: |
X, 50 str., [5] str. pril., [5] f z načrti |
ID: |
9057147 |