2026-09-18T18:33:26Zhttps://repository.rice.edu/server/oai/request

oai:repository.rice.edu:1911/136102024-01-11T20:57:55Zcom_1911_8299col_1911_13110

Veletsos, Anestis S. Wu, Wen-Hwa 2009-06-04T00:29:52Z 2009-06-04T00:29:52Z 1992 Wu, Wen-Hwa. "Soil-structure interaction effects of simple structures supported on rectangular foundations." (1992) Master’s Thesis, Rice University. <a href="https://hdl.handle.net/1911/13610">https://hdl.handle.net/1911/13610</a>. https://hdl.handle.net/1911/13610 Thesis C.E. 1992 Wu This thesis deals with the effects of soil-structure interaction, both kinematic and inertial, on the responses of seismically excited rectangular foundations and simple structures supported on such foundations. The ground motion considered is defined stochastically by a local power spectral density function and a spatial incoherence function. The structures examined are considered to have one lateral and one torsional degree of freedom in their fixed-base condition. The response quantities investigated include the ensemble means of the peak values of the lateral and torsional components of the foundation input motion and of the associated structural deformations. These responses are evaluated and compared with those obtained for no soil-structure interaction and for kinematic interaction only. The information and concepts presented elucidate the nature and relative importance of the two effects and make it possible to assess readily the influences of the more important parameters involved. 106 p. application/pdf eng Copyright is held by the author, unless otherwise indicated. Permission to reuse, publish, or reproduce the work beyond the bounds of fair use or other exemptions to copyright law must be obtained from the copyright holder. Civil engineering Soil-structure interaction effects of simple structures supported on rectangular foundations Thesis Text Chemical and Biomolecular Engineering Engineering Rice University Masters Master of Science open.access