2026-09-21T19:22:07Z https://www.ideals.illinois.edu/oai-pmh

oai:www.ideals.illinois.edu:2142/83511 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

Foutch, Douglas A. Yun, Seung-Yul 2015-09-25T21:05:20Z 2015-09-25T21:05:20Z 10000-01-01 2000 2000 According to the study, the 20-story building with WCSB configuration in Seismic Design Category C collapsed due to story mechanism and high P-Delta moments. Therefore, it is recommended that WCSB design be restricted to 120 feet tall. All of the buildings with T-stub connections performed well except for the 3-story building in SDC D which exceeded the permanent residual drift limit. As was seen from the measured moment-rotation behavior of the connection, the end-plate connection behaves very similar to the fully restrained connections. Therefore, the connection is expected to perform very well based on the SMF studies performed by Lee and Foutch. The 9-story building with clip angles performed well except the permanent residual drift exceeded the target value. Made available in DSpace on 2015-09-25T21:05:20Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 9971235.pdf: 17929028 bytes, checksum: 9466fc4cf6f466a6b6acc5e0f127948e (MD5) Previous issue date: 2000 Embargo set by: Seth Robbins for item 84792 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 420 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2000. http://hdl.handle.net/2142/83511 (MiAaPQ)AAI9971235 eng Engineering, Civil Performance Prediction and Evaluation of Low Ductility Steel Moment Frames for Seismic Loads text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.