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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| Main Author: | |
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| Format: | Thesis |
| Language: | English |
| Published: |
2005
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| Online Access: | http://eprints.utm.my/id/eprint/5293/1/CheHusniAhmadMFKA2005.pdf |
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