Non-linear analysis of a symmetric flush end plate bolted beam-to-column steel connection

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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
Language:	English
Published:	2005
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://eprints.utm.my/5293/ http://eprints.utm.my/5293/1/CheHusniAhmadMFKA2005.pdf

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