Abstract
Length of longitudinal direction in glass greenhouse becomes longer by expansion of house area. We did elasto-plastic earthquake response analysis about the case that earthquake ground motion was transmited to longitudinal direction. The combination of response analysis with 1) length of longitudinal direction, 2) number of span direction, 3) difference of roof brace stiffness, 4) the speed that an earthquake wave transmited, 5) kind of earthquake wave.
The maximum of response analysis result was 67.6mm about displacement between the pillars which were next to and was 68.9mm about displacement as one pillar. Maximum response displacement as one pillar was about 3 times of greenhouse structure standard.
