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oai:www.ideals.illinois.edu:2142/22607 2023-07-10 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

Wood, Sharon L. Sittipunt, Chadchart 2011-05-07T13:45:20Z 2011-05-07T13:45:20Z 10000-01-01 1994 The major objective of this study was to use the finite element method to study the cyclic response of slender, reinforced concrete shear walls. Material models which represent the cyclic response of concrete and reinforcing steel in shear walls were developed in this investigation. These material models were verified both at the element and structural levels; the results of the finite element analyses were compared with the experimental data from several experimental programs. After the material models had been satisfactorily tested and verified, the finite element method was used to extend the scope of the investigation of the response of slender reinforced concrete shear walls with different configurations, reinforcement details, and loading histories. Made available in DSpace on 2011-05-07T13:45:20Z (GMT). No. of bitstreams: 2 license.txt: 4922 bytes, checksum: 910b249b4beec47e7ab768910c8f966f (MD5) 9416433.pdf: 15284428 bytes, checksum: 19735158cb043e7e2882154d5369c91b (MD5) Previous issue date: 1994 Item marked as restricted to the 'UIUC Users [automated]' Group (id=2) by Howard Ding (hding2@illinois.edu) on 2011-05-07T14:58:46Z Item is restricted indefinitely. Restriction data tranferred 2014-07-01T11:27:40-05:00 Original Data Group with Access UIUC Users [automated] Release Date: none Reason: ETDs are only available to UIUC Users without author permission ETDs are only available to UIUC Users without author permission U of I Only AAI9416433 (UMI)AAI9416433 http://hdl.handle.net/2142/22607 eng Copyright 1994 Sittipunt, Chadchart Engineering, Civil Finite element analysis of reinforced concrete shear walls text Civil and Environmental Engineering Civil and Environmental Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.