The Effects of High Ductile Structures with Embedded Foundation Including Soil-Structure Interaction


Abstract eng:
Seismic behaviors are evaluated when high ductile structures are supported by embedded foundation and interactive with their surrounding soil ground. Transfer functions are defined on the face of embedded foundation with sway and rocking motions. Physical parameters are selected out of various properties of interaction systems to investigate response behaviors such as ductility factors and natural periods of upper structure, as well as embedment depth and shear wave velocities of soil ground. Response measurement indexes are adopted among yield shear force, seismic input energy, radiation damping energy and cumulative plastic deformation for upper structures and base foundation excited with significant seismic motions. Effect of dynamic soil-structure interaction is consequently confirmed for high ductile structures supported with embedded foundation. Soil-structure interaction, radiation damping, high ductile structure and embedded foundation

Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.



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 Record created 2014-12-05, last modified 2014-12-05


Original version of the author's contribution as presented on CD, Paper ID: 05-01-0566.:
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