Non-linear analysis of a symmetric flush end plate bolted beam-to-column steel connection
Most connections that fasten beams to columns are deformable and exhibit a non-linear behaviour between conditions fully fixed and perfectly pinned. Connection flexibility affects both force distribution and deformation in beams and columns of the frame and must be accounted for in a structural anal...
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| Format: | Thesis |
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2005-11.
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| Online Access: | Get fulltext |