2026-09-25T14:12:53Z https://www.ideals.illinois.edu/oai-pmh

oai:www.ideals.illinois.edu:2142/66901 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

Morrison, Denby Grey 2014-12-13T19:32:13Z 2014-12-13T19:32:13Z 10000-01-01 1981 1981 The object of the investigation was to study the response of interior reinforced concrete plate-column connections. Eight specimens were tested, 5 "statically" and 3 "dynamically" (rate of loading significant). Other experimental variables were reinforcement ratio and the amount of superimposed vertical load. The specimens had certain common characteristics. Nominal slab dimensions were 1.8 by 1.8 m; slab thickness was 76 mm. The column was square with dimensions of 0.3 by 0.3m. The reinforcement layout in the slab was isotropic. The statically tested specimens provided information on the influence of the change in reinforcement ratio and the amount of superimposed vertical load on the response to horizontal loading. An analysis model (the "grid model") was developed to help interpret the results from the statically tested specimens. The dynamically tested specimens were used to obtain data on the response of the specimens, the observed hysteresis and calculated damping. Made available in DSpace on 2014-12-13T19:32:13Z (GMT). No. of bitstreams: 1 8127650.pdf: 15275426 bytes, checksum: 8ab06e1b8b0acc29101dce0f3f6a64a8 (MD5) Previous issue date: 1981 Embargo set by: Seth Robbins for item 67079 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 590 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1981. http://hdl.handle.net/2142/66901 (UMI)AAI8127650 eng Engineering, Civil Response of Reinforced Concrete Plate-Column Connections to Dynamic and Static Horizontal Loads text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.