FULL SCALE TEST AND NUMERICAL ANALYSIS OF BAMBOO TRUSS STRUCTURE WITH HAND-MADE ROPE JOINT

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  • NAGAI Takuo
    Dept. of Design and Architecture, School of Environmental Science, The Univ. of Shiga Prefecture
  • HORIE Kenta
    Graduate School of Environmental Science, The Univ. of Shiga Prefecture
  • GOTO Yuji
    Graduate School of Environmental Science, The Univ. of Shiga Prefecture

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Other Title
  • ロープ接合法を用いた竹トラス構造の実大試験と数値解析
  • ロープ接合法を用いた竹トラス構造の実大試験と数値解析 : 竹を構造材料として用いた仮設建築物の設計に関する研究
  • ロープ セツゴウホウ オ モチイタ タケ トラス コウゾウ ノ ジツダイ シケン ト スウチ カイセキ : タケ オ コウゾウ ザイリョウ ト シテ モチイタ カセツ ケンチクブツ ノ セッケイ ニ カンスル ケンキュウ
  • －竹を構造材料として用いた仮設建築物の設計に関する研究－
  • – Study on design of temporary building using bamboo as structural material –

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Description

In our previous study, we proposed the joint-making method for constructing temporary emergency buildings in areas affected by hazards using gaffer tape and rope to construct bamboo structure and discussed the allowable strength of joints. However, we have not examined the precise restoring force properties of joints. In this study, we first construct a restoring force model for a single joint based on experimental results. Next, we apply the model to a simple full-scale truss and conduct numerical analysis. Finally, we discuss the validity of the model by comparing the numerical results with the experimental results on the actual truss.

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