Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Numerical analysis of kinematic soil—pile interaction
In the present study, the response of singles pile to kinematic seismic loading is investigated using the computer program SAP2000@. The objectives of the study are: (1) to develop a numerical model that can realistically simulate kinematic soil‐structure interaction for piles accounting for discontinuity conditions at the pile‐soil interface, energy dissipation and wave propagation; (2) to use the model for evaluating kinematic interaction effects on pile response as function of input ground motion; and (3) to present a case study in which theoretical predictions are compared with results obtained from other formulations. To evaluate the effects of kinematic loading, the responses of both the free‐field soil (with no piles) and the pile were compared. Time history and static pushover analyses were conducted to estimate the displacement and kinematic pile bending under seismic loadings.
Numerical analysis of kinematic soil—pile interaction
In the present study, the response of singles pile to kinematic seismic loading is investigated using the computer program SAP2000@. The objectives of the study are: (1) to develop a numerical model that can realistically simulate kinematic soil‐structure interaction for piles accounting for discontinuity conditions at the pile‐soil interface, energy dissipation and wave propagation; (2) to use the model for evaluating kinematic interaction effects on pile response as function of input ground motion; and (3) to present a case study in which theoretical predictions are compared with results obtained from other formulations. To evaluate the effects of kinematic loading, the responses of both the free‐field soil (with no piles) and the pile were compared. Time history and static pushover analyses were conducted to estimate the displacement and kinematic pile bending under seismic loadings.
Numerical analysis of kinematic soil—pile interaction
Castelli, Francesco (Autor:in) / Maugeri, Michele (Autor:in) / Mylonakis, George (Autor:in) / Santini, Adolfo (Herausgeber:in) / Moraci, Nicola (Herausgeber:in)
2008 SEISMIC ENGINEERING CONFERENCE: Commemorating the 1908 Messina and Reggio Calabria Earthquake ; 2008 ; Reggio Calabria (Italy)
AIP Conference Proceedings ; 1020 ; 618-625
08.07.2008
8 pages
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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