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作者:

Deng, Zong-Cai (Deng, Zong-Cai.) (学者:邓宗才) | Niu, Kun (Niu, Kun.) | Li, Jian-Hui (Li, Jian-Hui.)

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摘要:

This paper presents seismic energy dissipation systems in recent years, and introduces the new SMA energy dissipation braces. The control effects of a steel frame with these new energy dissipation system are analyzed with the finite element method. The results indicate that the top floor displacement, acceleration and internal rotation of the structures with the new SMA energy dissipation braces decrease obviously. The energy dissipation and hysteretic performance also are calculated. In conclusion, the new SMA energy dissipation braces, including SMA-toggle-brace and SMA-scissors-brace systems, have good seismic control effects, and can be installed easily.

关键词:

Alloys Earthquake resistance Energy dissipation Finite element method Steel

作者机构:

  • [ 1 ] [Deng, Zong-Cai]Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Niu, Kun]Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Li, Jian-Hui]Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing 100022, China

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来源 :

Journal of Beijing University of Technology

ISSN: 0254-0037

年份: 2008

期: 5

卷: 34

页码: 511-515

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