DEMAND OF STRENGTH FOR CONNECTIONS OF BUCKLING-RESTRAINED BRACES CONSIDERING VARIATION OF MECHANICAL PROPERTIES

DOI HANDLE Web Site 2 Citations 1 References Open Access
  • KUME Kenichi
    Graduate Student, Dept. of Architecture and Architectural Engineering, Kyoto Univ.
  • SUITA Keiichiro
    Prof., Dept. of Architecture and Architectural Engineering, Kyoto Univ., Dr. Eng.
  • SATO Atsushi
    Assoc. Prof., Dept. of Scientific and Engineering Simulation, Nagoya Institute of Technology, Dr. Eng.

Bibliographic Information

Other Title
  • 強度のばらつきを考慮した座屈拘束ブレースの接合部耐力要求値
  • キョウド ノ バラツキ オ コウリョ シタ ザクツコウソク ブレース ノ セツゴウブ タイリョク ヨウキュウチ

Search this article

Abstract

Seismic response of the passive controlled structure using buckling-restrained braces (BRB) can be ensured when the BRB connection have sufficient strength. Therefore, it is necessary to prevent the occurrence of slippage or yielding at the connections. In this paper, parametric seismic response analysis was conducted to clarify main factors concerning strength of connections that will affect seismic response of structures. In the analysis, strength variations of BRB and bolted connection are considered. Finally, in order to ensure performance of passive controlled structures and decrease damage of frames, the methodology to determine the demand of strength for connections is revealed.

Journal

Citations (2)*help

See more

References(1)*help

See more

Keywords

Details 詳細情報について

Report a problem

Back to top