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EnglishPhysical modeling has long been established as a powerful tool for studying seismic pile-soil-superstructure interaction. This chapter presents a series of 1-g shaking table tests aiming at clarifying fundamental aspects of kinematic and inertial interaction effects on pile-supported systems. Pile models in layered sand deposits were built in the laboratory and subjected to a wide set of earthquake motions. The piles were densely instrumented with accelerometers and strain gauges; therefore, earthquake response, including bending strains along their length, could be measured directly. Certain broad conclusions on kinematic and inertial SSI effects on this type of systems are drawn
| Titolo: | SERIES TA4 “Experimental Investigation of Soil-Pile-Structure Seismic Interaction” - Final Report | |
| Autori interni: | ||
| Data di pubblicazione: | 2013 | |
| Handle: | http://hdl.handle.net/20.500.12070/14294 | |
| Appare nelle tipologie: | 3.1 Monografia o trattato scientifico |
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