General Information
Project Type
| Function / usage: |
Office building |
|---|---|
| Structure: |
Braced frame |
| Function / usage: |
Bank building |
Location
Technical Information
Dimensions
| width | 25.5 m | |
| height | 106.3 m | |
| length | 41.5 m | |
| number of floors (above ground) | 26 | |
| number of floors (below ground) | 3 | |
| gross floor area | ca. 24 000 m² |
Design Loads
| dead load | 6.2 kN/m² | |
| superimposed dead load | 2.0 kN/m² | |
| snow load | gz = 1.50 kN/m² | |
| wind load (base pressure) | gv = 0.55 kN/m² | |
| base shear force |
P100-1/2006 ag = 0.24 g q = 4 TB = 0.16 s; TC = 1.6 s; TD = 2.0 s; β0 = 2.75 |
Materials
| frame structure |
steel
|
|---|
Chronology
| November 2006 | Construction of the steel structure is completed. |
|---|---|
| May 2007 | Official opening of the building. |
Participants
Currently there is no information available about persons or companies having participated in this project.
Relevant Web Sites
There currently are no relevant websites listed.
Relevant Publications
- (2010): Tower Centre International building in Bucharest [Part II]. Performance-based seismic evaluation and robustness. In: Steel Construction, v. 3, n. 1 (March 2010), pp. 14-18.
- (2009): Tower Centre International building in Bucharest [Part I]. Structural design. In: Steel Construction, v. 2, n. 4 (December 2009), pp. 256-263.
- About this
data sheet - Structure-ID
20059129 - Published on:
25/11/2010 - Last updated on:
30/07/2014
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