壁式構造における, 接合部パネルのせん断応力に関する研究

抄録

This Paper is concerned with the shear stresses in beam and bearing-wall connection joints for box-framed reinforced concrete buildings. For these buildings, the A. I. J. code specifies the ammount of horizontal lengths of walls per unit area of each floor. From this specification it sometimes may follow that a beam is designed to have smaller depth for larger opening in a wall. By employing the hyperbolic functions to represent the normal stresses due to bending moments from a beam and a bearing-wall, a theoretical solution for the shear stresses for the connection joint is presented. Its validity is confirmed by conducting the photo-elastic experiments.