Earthquake damage evaluation of wooden framed structures with plywood wall by shaking table test
wooden framed structures with plywood wall
shaking table test
response magnification factor
Shaking table test of wooden framed structures was conducted under light，moderate or heavy dead load. Fundamental dynamic behavior of one-story，one-bay wooden framed structure with plywood wall was investigated. This test is focusing on changes of damage level，natural period，response magnification factor and damping factor under earthquake load with stepwise increasing input accelerations. Dynamic response analysis of wooden structures has been done，in which combination models of tri-linear Masing type and slip type for restoring-force characteristics were employed，and the earthquake acceleration level in which the specimen experienced plastic deformation is examined. Seismic property of wooden framed structures was evaluated from static horizontal loading test to make models for hysteresis loops.
Departmental Bulletin Paper