RCS構造柱梁接合部に対する既存耐力式の評価とモデル化への一考察 : RCS構造柱梁接合部の耐力評価法に関する研究その1

概要

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This paper is the first of two companion papers on strength evaluation for RCS joints consisting of steel beams and reinforced concrete columns. Especially for those categorized as through-beam type, the accuracy of the existing design equations proposed in Japan and the US was studied in detail by comparing with database collected from existing literature. It was shown that strength equations proposed in the ASCE Guidelines provided the most accurate and consistent strength estimates, whereas some Japanese design equations often overestimated the joint strengths for some specific joint details. Based on information obtained through the comparison and existing knowledge, a new strength model was further proposed and outlined in this paper for future improvement of the RCS joint design.
社団法人日本建築学会の論文
2002-03-30