Academic literature on the topic 'Soil structure interaction analysis'

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Journal articles on the topic "Soil structure interaction analysis"

1

Kolaki, Aravind I., and Basavaraj M. Gudadappanavar. "Performance Based Analysis of Framed Structure Considering Soil Structure Interaction." Bonfring International Journal of Man Machine Interface 4, Special Issue (2016): 106–11. http://dx.doi.org/10.9756/bijmmi.8165.

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2

Roopa, M., H. Venugopal, Jayachandra Jayachandra, and Madeva Nagaral. "Soil Structure Interaction Analysis of a Single Layer Latticed Geodesic Dome." Indian Journal of Science and Technology 15, no. 7 (2021): 292–99. http://dx.doi.org/10.17485/ijst/v15i7.35.

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3

Gharad, A. M., and R. S. Sonparote. "Soil Structure Interaction Analysis of Pipe-Rack Structure." i-manager's Journal on Structural Engineering 1, no. 4 (2013): 19–25. http://dx.doi.org/10.26634/jste.1.4.2137.

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4

Jaya, V., G. Dodagoudar, and A. Boominathan. "Seismic soil-structure interaction analysis of tall slender structures." International Journal of Geotechnical Engineering 2, no. 4 (2008): 381–93. http://dx.doi.org/10.3328/ijge.2008.02.04.381-393.

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5

Wu, Wen-Hwa, and H. Allison Smith. "Efficient modal analysis for structures with soil-structure interaction." Earthquake Engineering & Structural Dynamics 24, no. 2 (1995): 283–99. http://dx.doi.org/10.1002/eqe.4290240211.

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6

Joy, P. V., Bennet Kuriakose, and Mini Mathew. "Pushover Analysis of Buildings Considering Soil-Structure Interaction." Applied Mechanics and Materials 857 (November 2016): 189–94. http://dx.doi.org/10.4028/www.scientific.net/amm.857.189.

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Structural vulnerability of buildings to damage needs to be identified during the time of earthquake for reliable seismic design. Conventional linear elastic design methods cease to predict seismic damages in buildings. Pushover analysis is a popular displacement-based nonlinear structural analysis procedure employed to predict the seismic behaviour of structures. Generally, buildings are designed based on the assumption that they are fixed at their base, without considering the foundation as well as soil. But in reality, when a structure is subjected to an earthquake excitation, it interacts
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7

Gouasmia, Abdelhacine, and Kamel Djeghaba. "NON-LINEAR DYNAMIC SOIL‐STRUCTURE INTERACTION ANALYSIS OF BUILDINGS." Technological and Economic Development of Economy 13, no. 4 (2007): 266–71. http://dx.doi.org/10.3846/13928619.2007.9637811.

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The objective of this research is to evaluate the effects of soil‐structure interaction (SSI) on the modal characteristics and on the dynamic response of structures. The stress had an impact on the overall behaviour of five storeys reinforced concrete (R/C) buildings typically encountered in Algeria. Sensitivity studies are undertaken in order to study the effects of frequency content of the input motion, frequency of the soil structure system, rigidity and depth of the soil layer on the dynamic response of such structures. This investigation indicated that the rigidity of the soil layer is th
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8

KUNDU, T., R. P. MATHUR, and C. S. DESAI. "THREE DIMENSIONAL SOIL‐STRUCTURE INTERACTION ANALYSIS: DEFORMABLE STRUCTURES IN MULTILAYERED SOIL MASS." Engineering Computations 8, no. 2 (1991): 153–80. http://dx.doi.org/10.1108/eb023831.

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9

Beegam, Thaiba T., and Tissa Sebastian. "Free Vibration Analysis of Building Considering Soil Structure Interaction." Applied Mechanics and Materials 857 (November 2016): 125–30. http://dx.doi.org/10.4028/www.scientific.net/amm.857.125.

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Modeling and design of foundation are always done without considering the effect of stiffness of the soil. In the conventional non-interaction analysis of building frame settlements are calculated without considering the influence of the structural stiffness. Therefore a modeling and interaction analysis of soil structure interaction will help to find soil stiffness and effects of soil structure interaction on structure. In this paper, soil structure interaction analysis of a symmetric space frame of 2 bays in both x and y direction are assessed with SAP 2000 software. The frame is modeled wit
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10

Zhang, Miao Xin, Bao Dong Liu, Peng Fei Li, and Zhi Mao Feng. "Structure-Soil Interaction of Buried Corrugated Steel Arch Bridge." Advanced Materials Research 163-167 (December 2010): 2112–17. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.2112.

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Corrugated steel plate and surrounding soils are working together to share the load in buried corrugated steel structures. It is complicated to consider the structure-soil interaction, so the finite element method has already become the chief means of complicated structure analysis. Based on a practical project, considering structure-soil interaction, by using the finite element program of ANSYS, the paper set up a 2-D FE model and analyzed the soil pressure, the structural deformation and the internal force under different load conditions in detail. The analysis shows that structure-soil inte
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