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Hawkins, Neil M. Fonseca, Fernando S. 2015-09-25T21:04:54Z 2015-09-25T21:04:54Z 10000-01-01 1997 1997 In combination, the experimental and analytical studies demonstrated that the response of reinforced concrete tilt-up structures with plywood roof diaphragms to lateral forces is controlled primarily by the behavior of the plywood roof diaphragms. The response is controlled secondarily by the connections between longitudinal and transverse wall panels and the loads for cracking of the longitudinal wall panels. Made available in DSpace on 2015-09-25T21:04:54Z (GMT). No. of bitstreams: 2 license.txt: 4848 bytes, checksum: 96035ab3f5e1c23cc7138a224ce498bd (MD5) 9737106.pdf: 23223871 bytes, checksum: 6ecf8140884e07e1ee5656c2ebb431cd (MD5) Previous issue date: 1997 Embargo set by: Seth Robbins for item 84715 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 622 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1997. http://hdl.handle.net/2142/83434 (MiAaPQ)AAI9737106 eng Engineering, Civil Cyclic Loading Response of Reinforced Concrete Tilt-Up Structures With Plywood Diaphragms text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.