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Finite element modeling of a shaking table test to evaluate the dynamic behaviour of a soil-foundation system

Abate, G ; Massimino, M R ; Maugeri, M

2008 Seismic Engineering Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake Part One (AIP Conference Porceedings Volume 1020, Part 1), 2008-01, Vol.1020 (1), p.569-576 [Periódico revisado por pares]

United States

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  • Título:
    Finite element modeling of a shaking table test to evaluate the dynamic behaviour of a soil-foundation system
  • Autor: Abate, G ; Massimino, M R ; Maugeri, M
  • Assuntos: CONCRETES ; DEPOSITS ; DESIGN ; EARTHQUAKES ; FINITE ELEMENT METHOD ; FOUNDATIONS ; GEOSCIENCES ; HARDENING ; HYDROLOGY ; PLASTICS ; SAND ; SIMULATION ; SOILS
  • É parte de: 2008 Seismic Engineering Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake Part One (AIP Conference Porceedings Volume 1020, Part 1), 2008-01, Vol.1020 (1), p.569-576
  • Notas: SourceType-Scholarly Journals-2
    ObjectType-Feature-2
    ObjectType-Conference Paper-1
    content type line 23
    SourceType-Conference Papers & Proceedings-1
    ObjectType-Article-3
  • Descrição: The deep investigation of soil-foundation interaction behaviour during earthquakes represent one of the key-point for a right seismic design of structures, which can really behave well during earthquake, avoiding dangerous boundary conditions, such as weak foundations supporting the superstructures. The paper presents the results of the FEM modeling of a shaking table test involving a concrete shallow foundation resting on a Leighton Buzzard sand deposit. The numerical simulation is performed using a cap-hardening elasto-plastic constitutive model for the soil and specific soil-foundation contacts to allow slipping and up-lifting phenomena. Thanks to the comparison between experimental and numerical results, the power and the limits of the proposed numerical model are focused. Some aspects of the dynamic soil-foundation interaction are also pointed out.
  • Editor: United States
  • Idioma: Inglês
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  • Realização: ABCD-USP USP   Logos de Redes Sociais: Freepik

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