鉄筋とコンクリート間の付着特性に基づく鉄筋コンクリートスラブの長期たわみ実用計算法

書誌事項

タイトル別名
  • CALCULATION METHOD FOR LONG-TERM DEFLECTIONS OF REINFORCED CONCRETE SLABS BASED ON BOND CHARACTERISTIC BETWEEN BAR AND CONCRETE
  • テッキン ト コンクリートカン ノ フチャク トクセイ ニ モトズク テッキン コンクリート スラブ ノ チョウキ タワミ ジツヨウ ケイサンホウ

この論文をさがす

抄録

Deflections of reinforced concrete slabs increase by reduction of flexural rigidety and steel slippage at the fixed edge caused by cracking, and it increase furthermore with time by bond-creep between bar and concrete. Calculation method for long-term deflections in consideration of such characteristics were suggested, but those methods don't satisfy both accuracy and practicality. In the present study, we suggest the practical calculation method for long-term deflections based on bond-creep characteristic. The validity of this method was confirmed by the comparison with accurate calculation and experimental results, and the availability as a practical calculation method for long-term deflections was shown.

収録刊行物

被引用文献 (3)*注記

もっと見る

参考文献 (19)*注記

もっと見る

詳細情報 詳細情報について

問題の指摘

ページトップへ