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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

山崎, 義弘 ; 溝口, 比菜 ; 松田, 和浩 ; 秋山, 信彦

日本建築学会技術報告集, 2022/02/20, Vol.28(68), pp.161-166 [Periódico revisado por pares]

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Título:
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
Autor: 山崎, 義弘 ; 溝口, 比菜 ; 松田, 和浩 ; 秋山, 信彦
Assuntos: M-N相関関係 ; MS要素 ; 支圧強度 ; 複合応力
É parte de: 日本建築学会技術報告集, 2022/02/20, Vol.28(68), pp.161-166
Descrição: 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.
Editor: 一般社団法人日本建築学会
Idioma: Japonês

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