diplomska naloga št. 214
Sekundarni jezik: |
Angleški jezik |
Sekundarni naslov: |
Design of Multistorey Building |
Sekundarni povzetek: |
The present work focuses on the static calculation of a multistorey building. The first part of
the calculation is about the global analysis of the construction. The construction analysis was
carried out by means of the elastic analysis of second degree and I had to include geometrical
imperfections of the construction from the very beginning. To calculate the inner statical
quantity and that the elements of the construction could be dimensioned, I used the ESA
Prima Win programme. To establish the seismic load of the construction I used the method of
the equivalent static load. The seismic load is replaced by the equivalent concentrated force,
which is then distributed to all the storeys. The magnitude of the force depends on the first
time period of the construction itself – this time is calculated with the help of the already
mentioned programme. The magnitude of the force is set by the help of the design spectrum
for elastic analysis. To take over the horizontal load in the longitudinal course, we use the
concentric braced system.
The construction between storeys, including the roof, is being modeled as an RC (reinforced
concrete) slab on composite beams. The calculations are typical joints and also loads that
work on foundations. I have also created the position plans of typical joints. |
Sekundarne ključne besede: |
steel frame |
Vrsta datoteke: |
application/pdf |
Vrsta dela (COBISS): |
Diplomsko delo |
Komentar na gradivo: |
Univ. Ljubljana, Fakulteta za gradbeništvo in geodezijo, Oddelek za gradbeništvo, Visokošolski strokovni študij, Konstrukcijska smer |
Strani: |
VIII, 109 str. |
Vrsta dela (ePrints): |
thesis |
Naslov (ePrints): |
Projekt večetažne poslovne stavbe |
Ključne besede (ePrints): |
gradbeništvo;diplomska dela;UNI;konstrukcijska smer;jeklene konstrukcije; |
ID: |
8312041 |