2026-09-21T14:41:42Z https://www.ideals.illinois.edu/oai-pmh

oai:www.ideals.illinois.edu:2142/83417 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

2009 2009 Kuchma, Daniel A. Yindeesuk, Sukit 2015-09-25T21:04:46Z 2015-09-25T21:04:46Z 10000-01-01 To overcome these limitations, an experimental and computational program was conducted. This research aimed to generate the data needed for evaluating and validating the STM approach, for advancing STM shape selection techniques, and also to develop more reliable computational models for predicting the response of cracked structural concrete. In addition, a design and analysis framework that enables for automated nonlinear FEA design validation is proposed that integrates the current STM design provisions with two additional components: (1) the shape selection technique of STM based on topology optimization and (2) the new automated nonlinear FEA tool that was specialized for modeling and analyzing complex D-Regions. Made available in DSpace on 2015-09-25T21:04:46Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 3395554.pdf: 8125984 bytes, checksum: 35c3e60898e4a7fcbfd25859c106391c (MD5) Previous issue date: 2009 Embargo set by: Seth Robbins for item 84698 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 444 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 2009. http://hdl.handle.net/2142/83417 (MiAaPQ)AAI3395554 eng Engineering, Civil Design and Analysis of Complex D-Regions in Reinforced Concrete Structures text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.