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Tower Centre International building in Bucharest Part II: Performance-based seismic evaluation and robustness

Articles - Steel Construction Heft 1/2010

Seite: 14-18

Autoren: Dubina, D., Dinu, F., Stratan, A.

DOI: 10.1002/stco.201010003

Stichworte: multi-storey steel building, performance-based evaluation, progressive collapse
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.

5 Seiten

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