Numerical Analysis on Adjacent Highrise and Multistoried Buildings-Pile-Soil Dynamic Interaction

Pei Zhen Li; Peng Xu; Zhao Hui Pan; Xi Lin Lu

doi:10.4028/www.scientific.net/AMR.446-449.2299

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Numerical Analysis on Adjacent Highrise and...

Numerical Analysis on Adjacent Highrise and Multistoried Buildings-Pile-Soil Dynamic Interaction

Abstract:

In this paper, the general finite element analysis program ANSYS is adopted to analyze the 3D finite element model of adjacent highrise and multistoried buildings-pile-soil dynamic interaction system. In the model, the soil parameters are based on the characteristics of Shanghai soft soil, and the adjacent upper structures are two frame structures, which had 12 stories and 5 stories respectively. Through comparing the simulation results of this particular dynamic cross interaction system with those of single structure and two identical structures, some useful conclusions were obtained.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

2299-2304

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.2299

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Online since:

January 2012

Authors:

Pei Zhen Li, Peng Xu, Zhao Hui Pan, Xi Lin Lu

Keywords:

Dynamic Cross Interaction, Finite Element, High-Rise Building, Multistoried Building

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References

[1] T. Yano, Y. Kitada, M. Iguchi, et al: 12th World Conference on Earthquake Engineering, Auckland, New Zealand, (2000), Paper No. 477/6/A

Google Scholar

[2] Y. Natio, T. Yano, A. Suzuki, et al: 16th International Conference on Structural Mechanics in Reactor Technology, Washington D.C., USA, (2001)

Google Scholar

[3] J. Xu, C. Costantino, C. Hofmayer, et al: ASME/JSME Pressure Vessels and Piping Conference, San Diego, California, USA, (2004), pp.1-11

Google Scholar

[4] P.Y. Bard, J.L. Chazdlas and P. Guéguen, et al: Geotech. Geol. Earthquake Eng., Vol. 2(1) (2006), p.91

Google Scholar

[5] M. Ghergu and I.R. Ionescu: Int. J. Eng. Sci., Vol. (47) (2009), p.342

Google Scholar

[6] X.S. Liu: On earthquake-resistant analysis of shield tunnels in visco-elasto media taking account of contact problem (Doctoral Dissertation, Tongji University, 2000, In Chinese)

Google Scholar

[7] J.A. Zheng: Shanghai Geology, Vol. 3(3) (1982), p.44 (In Chinese)

Google Scholar

[8] A.J. Deeks and M.F. Randolph: J. Eng. Mech., Vol. 120(1) (1994), p.25

Google Scholar

[9] S. Gupta, J. Penzien, T.W. Lin and C.S. Yeh: Earthquake Eng. Struct. Dyn., Vol. (10) (1982), p.69

Google Scholar

[10] P.Z. Li: Shaking table testing and computer analysis on dynamic soil-structure interaction system (Doctoral Dissertation, Tongji University, 2002, In Chinese)

Google Scholar