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Tower Centre International building in Bucharest [Part II]

Performance-based seismic evaluation and robustness

Author(s):


Medium: journal article
Language(s): English
Published in: Steel Construction, , n. 1, v. 3
Page(s): 14-18
DOI: 10.1002/stco.201010003
Abstract:

This paper describes the design and construction of a high-rise steel building in Bucharest. The steel structure was designed according to the recently adopted Eurocodes and its performance was investigated using advanced techniques, including seismic performance-based methodology and wind tunnel tests. Robustness under extreme loading conditions was also investigated. The ECCS awarded the project a European Steel Design Award in 2007.

Keywords:
multi-story steel building performance-based evaluation progressive collapse
Available from: Refer to publisher

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Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/stco.201010003.
  • About this
    data sheet
  • Reference-ID
    10058223
  • Published on:
    15/11/2010
  • Last updated on:
    30/09/2018
 
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