2026-09-20T19:21:48Z https://www.ideals.illinois.edu/oai-pmh

oai:www.ideals.illinois.edu:2142/83350 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

Hashash, Youssef M. Tsai, Chi-Chin 2015-09-25T21:04:25Z 2015-09-25T21:04:25Z 10000-01-01 2007 2007 The presence of deep unconsolidated deposits in the upper Mississippi Embayment has an important impact on anticipated surface motions. PSHA-NL, probabilistic seismic hazard analysis with nonlinear site effects, can be used to estimate seismic hazard with the effect of deep deposits. This thesis extends the PSHA-NL procedure to incorporate a finite fault model in PSHA without applying artificial caps on computed ground motions, and include randomized soil column properties representing the Mississippi Embayment to evaluate depth dependent site coefficients. Probabilistic seismic hazard maps considering effects of thick soil deposit for Mississippi Embayment are proposed. Made available in DSpace on 2015-09-25T21:04:25Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 3290405.pdf: 6321694 bytes, checksum: 6572cb1eb7c0b74a1938b4299984282a (MD5) Previous issue date: 2007 Embargo set by: Seth Robbins for item 84631 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 255 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2007. http://hdl.handle.net/2142/83350 (MiAaPQ)AAI3290405 eng Engineering, Civil Seismic Site Response and Extraction of Dynamic Soil Behavior From Downhole Array Measurements text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.