Seismic structure with plywood web load-bearing damping wall and its formation method

摘要

PROBLEM TO BE SOLVED: To provide an aseismatic structure of a wall surface of a woody building, which can legally secure the degree of freedom of design planning by wall thickness equal to that of a conventional bearing wall and which combines bearing performance with seismic control performance, and a method for forming the same.SOLUTION: A full web member 130 fixed to a stringer 210 forms a bearing seismic control structure, which combines seismic control performance with bearing performance for attenuating a horizontal force P generated by an earthquake, by a seismic control device 110 fixed to the stringer 210 and connected to the full web member 130, against the horizontal force P generated by the earthquake.SELECTED DRAWING: Figure 2