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oai:www.ideals.illinois.edu:2142/83517 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

Schneider, Stephen P. Amidi, Ala 2015-09-25T21:05:22Z 2015-09-25T21:05:22Z 10000-01-01 2000 2000 These alternative connections eliminated the backing bar, used high quality shop weld, and reduced the high stress and strain demand on the weld. Therefore, the failure of the bottom flange weld did not occur. However, for connections using the bottom girder flange component only, the inelastic mode of failure occurred at the top girder flange weld. Using the reduced flange plate at both the top girder flange and the bottom girder flange was the most effective method to develop large inelastic rotations of the joint with stable hysteretic behavior. Made available in DSpace on 2015-09-25T21:05:22Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 9989930.pdf: 20004137 bytes, checksum: d38b76d35980bad59787ddbfabf0fdb6 (MD5) Previous issue date: 2000 Embargo set by: Seth Robbins for item 84798 Lift date: Forever Reason: Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs Restricted to the U of I community idenfinitely during batch ingest of legacy ETDs U of I Only 474 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2000. http://hdl.handle.net/2142/83517 (MiAaPQ)AAI9989930 eng Engineering, Civil Bolted Flange Alternatives for Moment -Resisting Connections text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.