Brief Study on Soil Structure Interaction

Payal Yadav

doi:doi:10.11648/j.cse.20170101.13

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Brief Study on Soil Structure Interaction

Payal Yadav

Published in Control Science and Engineering (Volume 1, Issue 1)

Received: 1 April 2017 Accepted: 22 April 2017 Published: 17 July 2017

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Abstract

Soil Structure interaction (SSI) is an important field in seismic design and earthquake engineering. We are aware every structure response to SSI. Here in this paper various data and experimental data have been reviewed. The study has been done for foundation different soil like sand and clay. In order to have some information on SSI we should understand some basic concept of seismic wave propagation through the ground and their dynamic characteristics. The evaluation of a safe value of bearing capacity of the soil is the most critical step in the foundation design work. Incidental study on soil structure interaction action by many researches is classified. This study is in the expanding phase, likely complication enormous description of the model for the soil and structures, and should be carried ahead for its connotation.

Published in	Control Science and Engineering (Volume 1, Issue 1)
DOI	10.11648/j.cse.20170101.13
Page(s)	7-10
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Soil Structure Interaction, Finite Element Analysis, Isolated Footing

References

[1]	Maria I. Todorovska, “Full Scale Experimental studies on soil structure interaction” ISET Journal of Earthquake Technology, Paper No. 422, Vol. 39, No. 3, September 2002, pp. 139-165.
[2]	Prakash M. Yesane, Y. M. Ghugal, R. L. Wankhade, “Study on Soil-Structure Interaction: A Review” in International Journal of Engineering Research Volume No. 5 Issue: Special 3, pp: 737-741.
[3]	CASELUNGHE ARON & ERIKSSON JONAS, “Structural Element Approaches for Soil-Structure Interaction” in CHALMERS UNIVERSITY OF TECHNOLOGY Göteborg, Sweden 2012 Master’s Thesis 2012: 62.
[4]	Akiyoshi, T. (1978), “Compatible viscous boundary for discrete models”. Journal of Engineering Mechanics, ASCE, 104, pp 1253–1265.
[5]	Alpert, B., Beylkin, G., Coifman, R., and Rokhlin, V. (1993), “Wavelet-like bases for the fast solution of second-kind integral equations”. SIAM Journal on scientific and statistical computing, 14, pp 159–184.
[6]	Alpert, B., Greengard, L., and Hagstrom, T. (2002), “Non-reflecting boundary conditions for the time-de7. ANSYS (2003), Multyphysics. Version 8.0, Canonsburg, P. A: ANSYS, Inc. (http://www.ansys.com).
[7]	Pamuk, E., Akgün, M., Özdağ, Ö. C., & Gönenç, T. (2017a). “2 D soil and engineering-seismic bedrock modeling of eastern part of Izmir inner bay/Turkey” Journal of Applied Geophysics, 137, 104-117.
[8]	Pamuk, E., Özdağ, Ö. C., Özyalın, Ş. and Akgün, M. (2017b) “Soil characterization of Tınaztepe region (İzmir/Turkey) using surface wave methods and nakamura (HVSR) technique”. Earthq. Eng. Eng. Vib. 16: 447. doi: 10.1007/s11803-017-0392.
[9]	x. X. Lu, B. Chen, P. Li and Y. Chen, Numerical Analysis of Tall Buildings Considering Dynamic Soil-Structure Interaction, J. Asian Archit. Build., 2 (1), 2003, 1-8.
[10]	Y. X. Cai, P. L. Gould b, C. S. Desai c Nonlinear analysis of 3D seismic interaction of soil–pile–structure, systems and application Engineering Structures 22 (2000) 191–199.
[11]	Dan M. Ghiocel, and Roger G. Ghanem, Stochastic Finite-Element Analysis of Seismic Soil–Structure Interaction Journal of Engineering Mechanics, Vol. 128, No. 1, January 1, 2002. ©ASCE, ISSN 0733-9399/2002/1-66.
[12]	Anestis S. Veletsos, Member, ASCE, and Aiumolu M. Prasad, Journal of Structural Engineering, Vol. 115, No. 1.4, April, 1989. ©ASCE, ISSN 0733-9445/89/0004-0935.
[13]	Suleyman Kocak, Yalcin Mengi A simple soil structure interaction model Applied Mathematical Modelling 24 (2000) 607-635.
[14]	Massumi and H. R. Tabatabaiefar A simplified method to determine seismic responses of reinforced concrete moment resisting building frames under influence of soil–structure nteraction, Soil Dynamics and Earthquake Engineering 30 (2010) 1259–1267.
[15]	Muberra E. A., “Soil Structure Interaction Effects on Multistorey R/C Structures”, International Journal of Electronics; Mechanical and Mechatronics Engineering Vol. 2 Num. 3 pp. (298-303).
[16]	Rajasankar J., Iyer N. R., Yerraya Swamy B., Gopalakrishnan N., Chellapandi P., “SSI analysis of a massive concrete structure based on a novel convolution/deconvolution technique”, Sādhanā Vol. 32, Part 3, June 2007, pp. 215–234.

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Payal Yadav. (2017). Brief Study on Soil Structure Interaction. Control Science and Engineering, 1(1), 7-10. https://doi.org/10.11648/j.cse.20170101.13

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ACS Style

Payal Yadav. Brief Study on Soil Structure Interaction. Control Sci. Eng. 2017, 1(1), 7-10. doi: 10.11648/j.cse.20170101.13

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AMA Style

Payal Yadav. Brief Study on Soil Structure Interaction. Control Sci Eng. 2017;1(1):7-10. doi: 10.11648/j.cse.20170101.13

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@article{10.11648/j.cse.20170101.13,
  author = {Payal Yadav},
  title = {Brief Study on Soil Structure Interaction},
  journal = {Control Science and Engineering},
  volume = {1},
  number = {1},
  pages = {7-10},
  doi = {10.11648/j.cse.20170101.13},
  url = {https://doi.org/10.11648/j.cse.20170101.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.cse.20170101.13},
  abstract = {Soil Structure interaction (SSI) is an important field in seismic design and earthquake engineering. We are aware every structure response to SSI. Here in this paper various data and experimental data have been reviewed. The study has been done for foundation different soil like sand and clay. In order to have some information on SSI we should understand some basic concept of seismic wave propagation through the ground and their dynamic characteristics. The evaluation of a safe value of bearing capacity of the soil is the most critical step in the foundation design work. Incidental study on soil structure interaction action by many researches is classified. This study is in the expanding phase, likely complication enormous description of the model for the soil and structures, and should be carried ahead for its connotation.},
 year = {2017}
}

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TY  - JOUR
T1  - Brief Study on Soil Structure Interaction
AU  - Payal Yadav
Y1  - 2017/07/17
PY  - 2017
N1  - https://doi.org/10.11648/j.cse.20170101.13
DO  - 10.11648/j.cse.20170101.13
T2  - Control Science and Engineering
JF  - Control Science and Engineering
JO  - Control Science and Engineering
SP  - 7
EP  - 10
PB  - Science Publishing Group
SN  - 2994-7421
UR  - https://doi.org/10.11648/j.cse.20170101.13
AB  - Soil Structure interaction (SSI) is an important field in seismic design and earthquake engineering. We are aware every structure response to SSI. Here in this paper various data and experimental data have been reviewed. The study has been done for foundation different soil like sand and clay. In order to have some information on SSI we should understand some basic concept of seismic wave propagation through the ground and their dynamic characteristics. The evaluation of a safe value of bearing capacity of the soil is the most critical step in the foundation design work. Incidental study on soil structure interaction action by many researches is classified. This study is in the expanding phase, likely complication enormous description of the model for the soil and structures, and should be carried ahead for its connotation.
VL  - 1
IS  - 1
ER  -

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Author Information

Payal Yadav

Department of Civil Engineering, Madan Mohan Malaviya University of Technology, Gorakhpur, India

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APA Style

Payal Yadav. (2017). Brief Study on Soil Structure Interaction. Control Science and Engineering, 1(1), 7-10. https://doi.org/10.11648/j.cse.20170101.13

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ACS Style

Payal Yadav. Brief Study on Soil Structure Interaction. Control Sci. Eng. 2017, 1(1), 7-10. doi: 10.11648/j.cse.20170101.13

Copy | Download

AMA Style

Payal Yadav. Brief Study on Soil Structure Interaction. Control Sci Eng. 2017;1(1):7-10. doi: 10.11648/j.cse.20170101.13

Copy | Download

@article{10.11648/j.cse.20170101.13,
  author = {Payal Yadav},
  title = {Brief Study on Soil Structure Interaction},
  journal = {Control Science and Engineering},
  volume = {1},
  number = {1},
  pages = {7-10},
  doi = {10.11648/j.cse.20170101.13},
  url = {https://doi.org/10.11648/j.cse.20170101.13},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.cse.20170101.13},
  abstract = {Soil Structure interaction (SSI) is an important field in seismic design and earthquake engineering. We are aware every structure response to SSI. Here in this paper various data and experimental data have been reviewed. The study has been done for foundation different soil like sand and clay. In order to have some information on SSI we should understand some basic concept of seismic wave propagation through the ground and their dynamic characteristics. The evaluation of a safe value of bearing capacity of the soil is the most critical step in the foundation design work. Incidental study on soil structure interaction action by many researches is classified. This study is in the expanding phase, likely complication enormous description of the model for the soil and structures, and should be carried ahead for its connotation.},
 year = {2017}
}

Copy | Download

TY  - JOUR
T1  - Brief Study on Soil Structure Interaction
AU  - Payal Yadav
Y1  - 2017/07/17
PY  - 2017
N1  - https://doi.org/10.11648/j.cse.20170101.13
DO  - 10.11648/j.cse.20170101.13
T2  - Control Science and Engineering
JF  - Control Science and Engineering
JO  - Control Science and Engineering
SP  - 7
EP  - 10
PB  - Science Publishing Group
SN  - 2994-7421
UR  - https://doi.org/10.11648/j.cse.20170101.13
AB  - Soil Structure interaction (SSI) is an important field in seismic design and earthquake engineering. We are aware every structure response to SSI. Here in this paper various data and experimental data have been reviewed. The study has been done for foundation different soil like sand and clay. In order to have some information on SSI we should understand some basic concept of seismic wave propagation through the ground and their dynamic characteristics. The evaluation of a safe value of bearing capacity of the soil is the most critical step in the foundation design work. Incidental study on soil structure interaction action by many researches is classified. This study is in the expanding phase, likely complication enormous description of the model for the soil and structures, and should be carried ahead for its connotation.
VL  - 1
IS  - 1
ER  -

Copy | Download