Simulation of soil-pile-superstructure interaction in the New Madrid Seismic Zone
Keywords and Phrases
Cyclic soil model; Site response analysis
"In this work, a nonliner cyclic soil model considering the effect of the confining pressure and liquefaction to site response analysis was presented and comprehensive numerical methods of pile-soil-superstructure interaction (SPSI) were conducted generally for deep soil deposits, but mainly focused on the New Madrid Seismic Zone (NMSZ)."--Conclusions, page 158.
Civil, Architectural and Environmental Engineering
Ph. D. in Civil Engineering
University of Missouri--Rolla
Journal article titles appearing in thesis/dissertation
- Nonlinear site response analysis in the New Madrid Seismic Zone
- Liquefaction analysis in the New Madrid Seismic Zone
- Soil-pile-structure interaction analysis method for the New Madrid Seismic Zone
xii, 194 pages
New Madrid Seismic Zone
© 2004 Wei Zheng, All rights reserved.
Dissertation - Citation
Piling (Civil engineering) -- Earthquake effects
Print OCLC #
Link to Catalog Record
Full-text not available: Request this publication directly from Missouri S&T Library or contact your local library.http://merlin.lib.umsystem.edu/record=b5136893~S5
Zheng, Wei, "Simulation of soil-pile-superstructure interaction in the New Madrid Seismic Zone" (2004). Doctoral Dissertations. 1536.
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