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oai:www.ideals.illinois.edu:2142/83290 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

Foutch, Douglas A. Ding, Xiang 2015-09-25T21:04:06Z 2015-09-25T21:04:06Z 10000-01-01 2006 2006 A new redundancy factor from probabilistic theory of performance evaluation is derived and determined for all of the calculated braced frames. The new redundancy factors are compared with the redundancy factors currently required by code. Fragility curves are also calculated for each building. Conclusions are drawn in order to contribute to future structural design. Made available in DSpace on 2015-09-25T21:04:06Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 3223580.pdf: 7760856 bytes, checksum: 2e3dcb73608a9dcebe43ef44f6c1e687 (MD5) Previous issue date: 2006 Embargo set by: Seth Robbins for item 84571 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 286 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2006. http://hdl.handle.net/2142/83290 (MiAaPQ)AAI3223580 eng Engineering, Civil Redundancy in Steel Braced Frames Under Seismic Excitations text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.