Load-carrying capacity of steel-to-timber joints with a pretensioned bolt

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作者：

Laboratory of Bridge and Structural Design Engineering, Graduate School of Engineering, Hokkaido University, Kita 13 Nishi 8, Kita-Ku, Sapporo 060-8628, Japan ^{[1
]}

不详 ^{[2
]}

不详 ^{[3
]}

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来源：

J. Wood Sci. | / 5卷 / 362-368期

关键词：

Axial forces - Bending angle - Initial stiffness - Pretensioned - Pretensioned bolt - Pretensioning - Slip resistance - Steel-to-timber joints - Timber joints - Yield models;

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