Numerical analysis of kinematic soil-pile interaction

Francesco Castelli; Michele Maugeri; George Mylonakis

doi:10.1063/1.2963892

Numerical analysis of kinematic soil-pile interaction

Francesco Castelli^*, Michele Maugeri, George Mylonakis

^*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceeding › Conference Contribution (Conference Proceeding)

18 Citations (Scopus)

Abstract

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.

Original language	English
Title of host publication	2008 Seismic Engineering Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake
Publisher	American Institute of Physics (AIP)
Pages	618-625
Number of pages	8
Volume	1020
Edition	PART 1
ISBN (Print)	9780735405424
DOIs	https://doi.org/10.1063/1.2963892
Publication status	Published - 1 Jan 2008
Event	2008 Seismic Engineering International Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake, MERCEA 2008 - Reggio Calabria, Italy Duration: 8 Jul 2008 → 11 Jul 2008

Conference

Conference	2008 Seismic Engineering International Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake, MERCEA 2008
Country/Territory	Italy
City	Reggio Calabria
Period	8/07/08 → 11/07/08

Keywords

dynamic
kinematic loading
lateral
numerical modeling
piles

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10.1063/1.2963892

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title = "Numerical analysis of kinematic soil-pile interaction",

abstract = "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.",

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author = "Francesco Castelli and Michele Maugeri and George Mylonakis",

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publisher = "American Institute of Physics (AIP)",

address = "United States",

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note = "2008 Seismic Engineering International Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake, MERCEA 2008 ; Conference date: 08-07-2008 Through 11-07-2008",

}

Castelli, F, Maugeri, M & Mylonakis, G 2008, Numerical analysis of kinematic soil-pile interaction. in 2008 Seismic Engineering Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake. PART 1 edn, vol. 1020, American Institute of Physics (AIP), pp. 618-625, 2008 Seismic Engineering International Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake, MERCEA 2008, Reggio Calabria, Italy, 8/07/08. https://doi.org/10.1063/1.2963892

Numerical analysis of kinematic soil-pile interaction. / Castelli, Francesco; Maugeri, Michele; Mylonakis, George.
2008 Seismic Engineering Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake. Vol. 1020 PART 1. ed. American Institute of Physics (AIP), 2008. p. 618-625.

Research output: Chapter in Book/Report/Conference proceeding › Conference Contribution (Conference Proceeding)

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AU - Castelli, Francesco

AU - Maugeri, Michele

AU - Mylonakis, George

PY - 2008/1/1

Y1 - 2008/1/1

N2 - 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.

AB - 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.

KW - dynamic

KW - kinematic loading

KW - lateral

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KW - piles

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BT - 2008 Seismic Engineering Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake

PB - American Institute of Physics (AIP)

T2 - 2008 Seismic Engineering International Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake, MERCEA 2008

Y2 - 8 July 2008 through 11 July 2008

ER -

Numerical analysis of kinematic soil-pile interaction

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