Application of component method on partial strength connections connected by thick plate between column flanges
Traditional beam connections to the minor axis of a column have relatively low strength and stiffness. A modified detail, using a plate welded between the toes of the column flange - referred to as a toe plate connection - is examined in this paper. The results of an experimental investigation for b...
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| Main Authors: | , , , , |
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| 格式: | Conference or Workshop Item |
| 出版: |
2012
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| 在線閱讀: | http://eprints.utm.my/id/eprint/34352/ |
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