高強度材料を用いたコンクリート充てん鋼管柱の曲げせん断性状

DOI Web Site Web Site 被引用文献12件 参考文献9件

書誌事項

タイトル別名
  • SHEAR-FLEXURAL BEHAVIOR OF CONCRETE FILLED STEEL TUBULAR BEAM-COLUMNS USING HIGH STRENGTH MATERIALS
  • コウキョウド ザイリョウ オ モチイタ コンクリート ジュウテ ンコウカン チ

この論文をさがす

抄録

Recently, higher strength materials both for structural steel and concrete are frequently used for building structures. In this study, the effects of the material strengths on the beam-column behavior of concrete filled steel tube are experimentally studied. The selected test parameters are steel tube shapes (circular or square), material strength of structural steel and concrete, width (diameter)-to-thickness ratio of steel tube, axial load ratios (constant or variable), and loading directions (uniaxial or biaxial). The test results can be generally summarized that higher strength steel tube brought better overall behavior of beam-columns, while higher strength concrete brought adverse effect on the behavior.

収録刊行物

被引用文献 (12)*注記

もっと見る

参考文献 (9)*注記

もっと見る

キーワード

詳細情報 詳細情報について

問題の指摘

ページトップへ