Building frame - pile foundation - soil interaction analysis: a parametric study

Chore, H.S.; Ingle, R.K.; Sawant, V. A.

doi:10.12989/imm.2010.3.1.055

Cited by 45 publications

(15 citation statements)

References 11 publications

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“…Many previous research works have been implemented on SSI analysis established on the different types of deep and shallow foundation framework. It has been examined that plenty of research gap is left with the efforts built on the interaction analysis of building established on piles [14].…”

Section: Lateral Discontinuitiesmentioning

confidence: 99%

Effect of Soil-Structure Interaction on Seismic Response of Buildings: An Overview

Singh¹,

Zafar²

2016

IJERT

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An earthquake is the recognizable trembling of the surface of the earth, which results in the sudden release of kinetic energy in the form of seismic waves. It could be violent enough to cause damages to structures and thus result in great human casualties along with the huge economic loss. The past earthquake studies shows that the interaction of soil and foundation plays a significant role in the response of structure. Also the response of structure during an earthquake is influenced by three linked systems i.e.: the structure, the foundation and the soil surrounding the foundation. Therefore, in the present scenario, seismic analysis of buildings is utmost important. In this review, we describe the past studies focusing on the effect of soil-structure interaction on different parametric structures.

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Section: Lateral Discontinuitiesmentioning

confidence: 99%

Effect of Soil-Structure Interaction on Seismic Response of Buildings: An Overview

Singh¹,

Zafar²

2016

IJERT

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“…The structural stiffness can have a significant influence on the distribution of the column loads and moments transmitted to the foundation of the structure. The effect of interaction between soil and structure can be quite significant [9,10]. Interaction analyses have been reported in numerous previous studies such as Meyerhof (1947Meyerhof ( , 1953, Chamecki (1956), Morris (1966), Lee and Harrison (1970), Lee and Brown (1972) Dasgupta et al (1998) and Mandal et al (1999).…”

Section: Introductionmentioning

confidence: 95%

Investigation on Pile Group Supported Columns

Reddy¹,

Ravi²

2016

IOSR

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“…Beam using Winkler foundation model (1867) is used in various practical problems. In this approach, the foundation flexibility is considered as a set of continuous springs and has employed to model soil-structure interaction (Kim and Yang 2010;Chore et al 2010;Sapountzakis and Kanpitsis 2011;Raychowdhury 2011;Limkatanyu et al 2012). Springs introduced provide a resistance in the vertical direction only confining the deformation of the soil foundation.…”

Section: Introductionmentioning

confidence: 99%

Static interaction analysis between beam and layered soil using a two-parameter elastic foundation

Souad

Khalfallah

Bilotta³

2019

Int J Adv Struct Eng

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The work presents a finite element modeling of beam resting on a two-parameter layered soil. The behavior of the soil continuum and the beam are assumed to be linear and homogeneous isotropic. Using the strain energy expressions, the shear strain of the beam element and the soil foundation are taken together in the analysis. In this approach, the stiffness matrix of each component is elaborated and integrated in the finite element analysis. First, various examples are elaborated to show the effectiveness of the proposed approach and the ability of the numerical program developed for this concern. Second, the analysis is widened to study the influence of the soil properties on the interface continuum and on the beam responses. Third, a parametric study is carried out to highlight the effect of the position of springs at the interface continuum, the properties of soil, the deepest of the soil foundation and the ballast layer on the response of the interface and the beam itself. Moreover, shear deformations are presented to show the crucial influence on the beam, on the structure and on the interface behaviors. Obtained results show pertinent results corresponding to the interface continuum and the beam responses.

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Building frame - pile foundation - soil interaction analysis: a parametric study

Cited by 45 publications

References 11 publications

Effect of Soil-Structure Interaction on Seismic Response of Buildings: An Overview

Effect of Soil-Structure Interaction on Seismic Response of Buildings: An Overview

Investigation on Pile Group Supported Columns

Static interaction analysis between beam and layered soil using a two-parameter elastic foundation

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