An Analytical Study on Cyclic Behavior of Reinforced Concrete Columns subjected to Large Flexural Deformation upto Post-peak Range

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Other Title
  • 大きな損傷を受ける鉄筋コンクリート柱の三次元有限要素解析

Abstract

<p>The present paper deals with the analytical study on cyclic behavior of the reinforced concrete (RC) columns subjected to large flexural deformation upto the post-peak range. The numerical results have been compared with the experimental data to evaluate the validity of analytical model to represent buckling of rebar and cyclic deterioration of concrete compressive strength. It turns out that the analytical model adopted in the present paper could be effective to represent experimental behavior at certain level of accuracy.</p>

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Details 詳細情報について

  • CRID
    1390571106621560064
  • NII Article ID
    130008100819
  • DOI
    10.11345/japannctam.65.0_153
  • Text Lang
    ja
  • Data Source
    • JaLC
    • CiNii Articles
  • Abstract License Flag
    Disallowed

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