たれ壁・腰壁付架構の一応力計算法 : たれ壁・腰壁付柱の弾性剛性に関する研究 III

抄録

Up to now, a frame with spandrel wall such as deep beam has been calculated by assuming the rigid zones in columns. But this method is not always accurate in taking account in stresses. Accordingly, in this paper a stress calculation method of frame with spandrel walls without assuming rigid zone is shown, and it is presented that the results by the proposed method fairly agree with the photo-elastic experimental results.