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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Bibliographic Details
Main Author: Ahmad, Che Husni
Format: Thesis
Published: 2005
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