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oai:www.ideals.illinois.edu:2142/83158 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

Stephen B. Schneider Teeraparbwong, Itthinun 2015-09-25T21:03:08Z 2015-09-25T21:03:08Z 10000-01-01 2001 2001 All of the BFP connections reached 5.0% total rotation and 3.0% plastic rotation without significant strength degradation. The participation of BFP connection components in the inelastic behavior depends upon the relative strength and strain hardening of BFP connection components. The slip behavior results in more energy dissipation for BFP connections. Experimental results have clearly demonstrated that capacity controlled by the net section fracture of the girder is lower than the full plastic bending capacity, which invalidates the current design provisions. The inelastic behavior of BFP connections can be modeled by using several flexural elements and rotational springs. At least two analytical models are needed to represent the behavior: pre-slip model and post-slip model. These analytical models provide a reasonable estimate for the initial stiffness and inelastic behavior of BFP connections. Made available in DSpace on 2015-09-25T21:03:08Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 3017228.pdf: 15083288 bytes, checksum: c8721ffeaf90223f63ca2466aed364d3 (MD5) Previous issue date: 2001 Embargo set by: Seth Robbins for item 84439 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 418 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2001. http://hdl.handle.net/2142/83158 (MiAaPQ)AAI3017228 eng Engineering, Civil Inelastic Cyclic Behavior of Bolted Flange Plate Connections text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.