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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Journal of Structural Engineering
1991
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| Online Access: | http://ascelibrary.org/action/showAbstract?page=1911&volume=117&issue=7&journalCode=jsendh http://ascelibrary.org/action/showAbstract?page=1911&volume=117&issue=7&journalCode=jsendh |