Analysis of built-up timber columns using matrix progression method

Most available methods of predicting the buckling loads of layered and spaced timber columns are analytical methods. These are only suitable for columns with constant number and spacing of connectors in each joint of the columns. For added strength and for practical reasons, columns with additional...

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主要作者: Jumaat, Mohd Zamin
格式: Article
出版: American Society of Civil Engineers 1991
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在線閱讀:http://eprints.um.edu.my/6107/
https://doi.org/10.1061/(ASCE)0733-9445(1991)117:7(1911)
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