2026-09-20T20:27:03Z https://www.ideals.illinois.edu/oai-pmh

oai:www.ideals.illinois.edu:2142/83279 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

Kuchma, Daniel A. Lee, Ho Jung 2015-09-25T21:04:03Z 2015-09-25T21:04:03Z 10000-01-01 2005 2005 In this study, simple methods to more accurately estimate peak interstory drifts that account for higher mode effects are described for low-rise perimeter shear wall structures. The proposed methods are based on the principal modes obtained from a principal components analysis (PCA) of computed inelastic dynamic responses. The method can consider variations in the design response spectrum and gives reasonably good estimates for use for preliminary design of the structure. (Abstract shortened by UMI.). Made available in DSpace on 2015-09-25T21:04:03Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 3199057.pdf: 7161545 bytes, checksum: 9ad6bf52f4bba35844eda7c7d4d566f6 (MD5) Previous issue date: 2005 Embargo set by: Seth Robbins for item 84560 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 260 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2005. http://hdl.handle.net/2142/83279 (MiAaPQ)AAI3199057 eng Engineering, Civil Seismic Response of Low -Rise Shear Wall Structures With Flexible Diaphragms text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.