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oai:www.ideals.illinois.edu:2142/83527 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

Yi-Kwei Wen Song, Seung-Han 2015-09-25T21:05:26Z 2015-09-25T21:05:26Z 10000-01-01 2001 2001 The proposed uniform-risk redundancy factor is then compared with the reliability and redundancy factor (rho) in the 1996 SEAOC Blue Book, NEHRP 97, and UBC 97, which depends on the system configuration only. The results show the inadequacies of the latter approach in describing the redundancy of a building system due to its failure to address other important factors such as demand and capacity uncertainty as well as brittle versus ductile member behavior. Finally, the reliability of design based on the uniform-risk redundancy factor is verified for the 5-story, one way dual systems. Made available in DSpace on 2015-09-25T21:05:26Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 9996683.pdf: 5559997 bytes, checksum: a5670f826f9e24a0b959f2bf60e34a95 (MD5) Previous issue date: 2001 Embargo set by: Seth Robbins for item 84808 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 163 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2001. http://hdl.handle.net/2142/83527 (MiAaPQ)AAI9996683 eng Engineering, Materials Science Structural Redundancy of Dual and Steel Moment Frame Systems Under Seismic Excitation text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.