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VSH Turòa nad Bodvou - Nemetschek Scia

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3<br />

CAE Civil Works<br />

Ing. Daniel Bukov OK TEAM<br />

Address Budatínska 31 • 851 05 Bratislava (SK)<br />

Telephone +421 263815362<br />

Fax +421 263537744<br />

Contact Mr Daniel Bukov<br />

Email d.bukov@okteam.sk<br />

Website www.okteam.sk<br />

The small private company of Ing. Daniel Bukov OK TEAM is<br />

specialised in the structural analysis of buildings as well as technological<br />

objects as pipes, vessels, bearing parts of machines, …<br />

I started my own small firm, as one of the many structural engineers<br />

in Slovakia in 1991. At that time I worked as a structural<br />

designer in one of the biggest Slovak designing companies.<br />

From the year 2001 on, I worked as a private structural designer,<br />

mostly for conceptual structural designers and for making<br />

calculations.<br />

During this time a lot of things changed in my professional life:<br />

increased efficiency of computers, of operating systems and of<br />

course of computers program. In the beginning, I worked with<br />

the computer program NE-XX, SAPIV running under DOS, later<br />

on with FEMDESIGNER, STRAP, STAAD, SAP2000 and of course<br />

with ESA-Prima Win.<br />

Used software • ESA-Prima Win<br />

84 SCIA User Contest 2007 • Category 3 • CAE Civil Works<br />

High rise building<br />

High rise building<br />

The project regards a block of flats “OBYDICK”,<br />

planned to be erected in Bratislava.<br />

The total number of floors is 25 above ground level<br />

and two floors below ground level. The total height<br />

of the building is 85.27 m. The total area is more than<br />

21 000 m², that is more than 650 m² per floor. The<br />

main bearing system of the building is created from<br />

cast-in-place reinforced concrete. In the middle of the<br />

building is located a small core with the dimensions<br />

5.85 m x 12.5 m, the thickness of the walls is 200<br />

mm. Oval columns support the surrounding concrete<br />

walls. These walls create an outside tube. The tube<br />

transmits a big portion of the horizontal loads. The<br />

thickness of the outside wall varies from 500 mm to<br />

200 mm.

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