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Kung, Shyh-Yuan 2014-12-15T20:35:47Z 2014-12-15T20:35:47Z 10000-01-01 1982 1982 This study presents a systematic investigation of the effects of ground motion characteristics, especially its multi-directional character, on the response of torsionally coupled elastic structural systems. The ground motion model is probabilistic and is founded on the assumption of the existence of ground motion principal directions. The structural systems considered are single-story and multi-story elastic shear beam models with stiffness eccentricity. Made available in DSpace on 2014-12-15T20:35:47Z (GMT). No. of bitstreams: 1 8218502.pdf: 8394649 bytes, checksum: 8d3e2f88b390db2d71cecc3ff81ee4fc (MD5) Previous issue date: 1982 Embargo set by: Seth Robbins for item 70072 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 230 p. Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1982. http://hdl.handle.net/2142/69906 (UMI)AAI8218502 Engineering, Civil Effect of Ground Motion Characteristics on the Seismic Response of Torsionally Coupled Elastic Systems text Dissertation Ph.D. Civil Engineering Civil Engineering University of Illinois at Urbana-Champaign