垂れ壁・腰壁付きRC梁部材の構造性能に関する実験的研究

概要

論文の詳細を見る
A few studies have been reported on methods to estimate initial stiffness, flexural crack strength, flexural yield strength and deformation at flexural yielding of reinforced concrete beams with spandrel walls with and without structural slit at both ends. Therefore, structural design conducted by engineers is based on their own experiences in the calculation. The purpose of this paper is to estimate the structural performance of reinforced concrete beams with spandrel walls and with and without structural slit at both ends. The structural performance discussed in this paper are initial stiffness, flexural crack strength, flexural yield strength, deformation at flexural yielding, serviceability limit and ultimate limit. In this paper, six specimens were tested under static alternating cyclic loads to investigate. It was observed that the all specimens failed in flexural failure modes.
一般社団法人日本建築学会の論文
2010-03-27