シアスパン比の小さいRC梁に対するせん断終局強度式の精度に関する考察

DOI Web Site Web Site 被引用文献2件

書誌事項

タイトル別名
  • A CONSIDERATION ON ACCURACY OF ULTIMATE SHEAR STRENGTH FORMULAS APPLIED TO R/C SHORT SPAN BEAMS
  • シアスパンヒ ノ チイサイ RCリョウ ニ タイスル センダンシュウキョク キョウドシキ ノ セイド ニ カンスル コウサツ

この論文をさがす

抄録

In order to investigate accuracy of shear ultimate strength formulas, test results of 47 short span R/C specimens were chosen from previously published papers. Ohno & Arakawa's formula and two AIJ design guidelines were adopted for evaluating the test results. As results of comparison between the test results and the calculations, the followings were found: the formula in the AIJ design guideline based on ultimate strength concept had the best precision in these three formulas though had problems in verification of bond and estimation of shear reinforcing effect; Ohno & Arakawa's formula is practical for applying to the short span beams from the viewpoint of safety evaluation; and the formula in the AIJ design guideline based on inelastic displacement concept is inappropriate for the short span beams.

収録刊行物

被引用文献 (2)*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