2026-09-21T13:46:22Z https://www.ideals.illinois.edu/oai-pmh

oai:www.ideals.illinois.edu:2142/83499 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

Aschheim, Mark A. Wissawapaisal, Chatdanai 2015-09-25T21:05:16Z 2015-09-25T21:05:16Z 10000-01-01 2000 2000 Conventional elastomeric bearings are primarily used in the Midwest for accommodating temperature movements, yet can play a significant role in reducing column displacement demands in earthquakes. Nonlinear models for Illinois Type I, II and III elastomeric bearings are developed. The effectiveness of the bearings for reducing column displacement demands is addressed by analytical studies. These studies consider the effects of cold temperatures on bearing stiffness. Made available in DSpace on 2015-09-25T21:05:16Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 9955680.pdf: 8134398 bytes, checksum: 054c7291c708cccc26b7ac94d74649e8 (MD5) Previous issue date: 2000 Embargo set by: Seth Robbins for item 84780 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 240 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2000. http://hdl.handle.net/2142/83499 (MiAaPQ)AAI9955680 eng Engineering, Civil Modeling the Seismic Response of Short Bridge Overcrossings text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.