A STUDY ON EFFECTIVENESS OF ECCENTRIC ARRANGEMENT OF REINFORCEMENT IN RC COLUMN WITH VARYING AXIAL LOAD

DOI Web Site Web Site 1 Citations 6 References

Bibliographic Information

Other Title
  • 変動軸力を受ける鉄筋コンクリート柱における偏心配筋の有効性に関する研究
  • ヘンドウ ジクリョク オ ウケル テッキン コンクリート チュウ ニ オケル

Search this article

Abstract

In this paper, the authors present a new arrangement of reinforcing bars to improve the ductility in RC base-story exterior columns the axial load to which severely changes during an earthquake. The new method is to arrange more amount of reinforcement eccentrically so that it works as compression steel when the axial load increases. Consequently it is expected that the compressive stress of the concrete is reduced, and the compressive failure of the concrete is greatly delayed. The effectiveness of this method is confirmed through an analytical and empirical investigation.

Journal

Citations (1)*help

See more

References(6)*help

See more

Keywords

Details 詳細情報について

Report a problem

Back to top