木質面ラーメン構法の構造特性に関する実験的研究

概要

論文の詳細を見る
This paper repots an experiment on seismic resistance of a new wood flame construction technology of the 'Integrated Frame Structure System' made of longitudinal wall plane and bed frame system without consideration of the lateral wall. In high density residential zones where dwelling units have narrow frontage, this technology offers possibilities of flexible use of the frontage wall and room partitions leading to optimurn use of the available floor space. Further since the construction utilizes conventional plywood and Two by Four construction materials, it has possibilities of wide application in housing industiy. In this Integral Frame structure, connecting joints of the structural members, rigid connection of the panels, connecting materials and joint details are crucial. Taking these factors as parameters following experiments were conducted: (1)bending test of stressed skin panels, (2)bending test of connecting joint of structural members, (3)horizontal load bearing test of one-floor real size experimental flame, and (4)horizontal load bearing test of two-floor real size experimental frame. The results of the experiments on structural properties of the frames such as rigidity and displacements and deformations are compared with respect to matetial, structural member and the flame type.
一般社団法人日本建築学会の論文
2009-03-27