2026-09-20T07:20:13Z https://www.ideals.illinois.edu/oai-pmh

oai:www.ideals.illinois.edu:2142/83362 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

10000-01-01 2007 2007 Yi-Kwei Wen Liang, Hao 2015-09-25T21:04:30Z 2015-09-25T21:04:30Z The probabilistic performance curves are developed in terms of both maximum story drift ratio and building damage index for each of the six selected buildings, with uncertainties in both demand and capacity accounted for The adequacy of existing buildings and current design is examined in terms of building damage and the corresponding probability. The design recommendations are made to improve the performance and reduce the potential damage of woodframe buildings under seismic loads. Made available in DSpace on 2015-09-25T21:04:30Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 3301183.pdf: 6883875 bytes, checksum: c3c950603a4b411b0b6d8bbfc702eb5b (MD5) Previous issue date: 2007 Embargo set by: Seth Robbins for item 84643 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 242 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2007. http://hdl.handle.net/2142/83362 (MiAaPQ)AAI3301183 eng Engineering, Civil Reliability Evaluation and Damage Reduction of Woodframe Buildings Under Seismic Loads text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.