Coupled systems mechanics

  • 제3권4호
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  • Pages.367-384
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  • 2014
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  • 2234-2184(pISSN)
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  • 2234-2192(eISSN)
테크노프레스 (Techno-Press)
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Interactive analysis of a building fame resting on pile foundation

  • Chore, H.S. (Department of Civil Engineering Datta Meghe College of Engineering)
  • 투고 : 2013.09.18
  • 심사 : 2013.11.12
  • 발행 : 2014.12.25
⟨ 이전 논문 다음 논문 ⟩

초록

The study deals with the physical modeling of a typical single storeyed building frame resting on pile foundation and embedded in cohesive soil mass using the finite element based software SAP-IV. Two groups of piles comprising two and three piles, with series and parallel arrangement thereof, are considered. The slab provided at top and bottom of the frame along with the pile cap is idealized as four noded and two dimensional thin shell elements. The beams and columns of the frame, and piles are modeled using two noded one dimensional beam-column element. The soil is modeled using closely spaced discrete linear springs. A parametric study is carried out to investigate the effect of various parameters of the pile foundation, such as spacing in a group and number of piles in a group, on the response of superstructure. The response considered includes the displacement at the top of the frame and bending moment in columns. The soil-structure interaction effect is found to increase the displacement in the range of 38 -133% and to increase the absolute maximum positive and negative moments in the column in the range of 2-12% and 2-11%. The effect of the soil- structure interaction is observed to be significant for the type of foundation and soil considered in this study. The results obtained are compared further with those of Chore et al. (2010), wherein different idealizations were used for modeling the superstructure frame and sub-structure elements (foundation). While fair agreement is observed in the results in either study, the trend of the results obtained in both studies is also same.

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참고문헌

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피인용 문헌

  1. Soil-Structure Interaction of Space Frame Supported on Pile Foundation Embedded in Cohesionless Soil vol.46, pp.4, 2016, https://doi.org/10.1007/s40098-016-0188-4
  2. Numerical investigations of pile load distribution in pile group foundation subjected to vertical load and large moment vol.10, pp.5, 2016, https://doi.org/10.12989/gae.2016.10.5.577