2026-09-22T06:04:10Z https://www.ideals.illinois.edu/oai-pmh

oai:www.ideals.illinois.edu:2142/83463 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

http://hdl.handle.net/2142/83463 Foutch, Douglas A. Hayes, John Rives, Jr 2015-09-25T21:05:03Z 2015-09-25T21:05:03Z 10000-01-01 1998 1998 Interpretations of the testing results are provided through the use of linear models of the type that might be used in the design office. The analytical models were used to assess strength, stiffness, and serviceability of the structure. In addition, the analytical models were used to assess the applicability of the linear modeling procedures that have been recommended in Federal Emergency Management Agency document 273, NEHRP Guidelines for the Seismic Rehabilitation of Buildings. Made available in DSpace on 2015-09-25T21:05:03Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 9912258.pdf: 36024308 bytes, checksum: 344e8ed5e504669d5fe41e02869e6410 (MD5) Previous issue date: 1998 Embargo set by: Seth Robbins for item 84744 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 921 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1998. (MiAaPQ)AAI9912258 eng Engineering, Civil Investigation of the Use of Viscoelastic Damping Devices to Rehabilitate a Lightly Reinforced Concrete Slab-Column Structure text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.