J.of Soc of Agri Struc, Japan.
Vol.29,No.4 March 1999,205-214
Original:
Language: Japanese

Study on strength of glass greenhouse (1)
- Elasto-plastic earthquake response analysis to longitudinal direction -

Hideo OGAWA and Ichiei TSUGE

Summary

    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 longitudirlal direction. The combination of response analysis with 1) length of longitudinal d rection, 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 67.6 mm 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.

Keywords: Glass greenhouse, Elasto-plastic earthquake response analysis, Maximum response displacement

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