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

被引：5

作者：

Dubina, Dan ^{[1
]}

Dinu, Florea ^{[1
]}

Stratan, Aurel ^{[1
]}

机构：

[1] Politehn Univ Timisoara, Fac Civil Engn, Timisoara, Romania

来源：

STEEL CONSTRUCTION-DESIGN AND RESEARCH | 2010年 / 3卷 / 01期

关键词：

multi-storey steel building; performance-based evaluation; progressive collapse;

D O I：

10.1002/stco.201010003

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

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

引用

页码：14 / U73

页数：5