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oai:www.ideals.illinois.edu:2142/69938 2023-07-11 col_2142_5131 col_2142_14770 com_2142_5130 com_2142_3518 com_2142_234

Keshavarzian, Mehran 2014-12-15T20:36:11Z 2014-12-15T20:36:11Z 10000-01-01 1984 1984 This study presents a method of nonlinear analysis for the response of a reinforced-concrete coupled shear wall and/or wall-frame structure subjected to strong earthquate motion without complication in the method itself, yet with reasonable reliability in the computed results. The computed responses of one cantilever column member, two coupled shear wall structures, and one wall-frame system under dynamic loads and static loads are compared with the available test results. The effects of moment-axial force interaction of wall members as well as the effects of pinching action and strength decay of coupling beams on overall computed responses of the coupled shear wall structures are discussed. Made available in DSpace on 2014-12-15T20:36:11Z (GMT). No. of bitstreams: 1 8502200.pdf: 6246076 bytes, checksum: 0480d621ef06b1943cdde92f8066d7cf (MD5) Previous issue date: 1984 Embargo set by: Seth Robbins for item 70104 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 229 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1984. http://hdl.handle.net/2142/69938 (UMI)AAI8502200 Engineering, Civil Computed Nonlinear Seismic Response of Reinforced-Concrete Wall-Frame Structures (Dynamic, Analysis) text Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign Dissertation Ph.D.