曲げモーメントと軸力の複合応力を受ける集成材柱脚部およびCLT壁脚部の性能評価

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タイトル別名
  • PERFORMANCE EVALUATION OF BASE JOINT OF GLULAM COLUMN AND CLT WALL SUBJECTED TO BENDING MOMENT AND AXIAL FORCE

説明

<p>In order to realize high-rise wood building, structural design of column base joint is one of the most difficult issues. Generally, failure of timber member, which brittlely fractures, should be prevented. M-N interaction relation is a useful tool to understand the structural characteristic in a practical design. In this paper, M-N interaction relation of base joint of glulam column and CLT wall was investigated by conducting full-scale experiment and numerical analysis using multiple-spring model. It was found that bearing strength of timber is a key parameter to determine the accuracy of the simulation under high intensity of compression force.</p>

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