A critical review on structure-soil-structure interaction
محورهای موضوعی : Structural Engineering
Saeed Kia Darbandsari
1
,
Ata Hojatkashani
2
1 - M .Sc. Student, Department of Civil Engineering, South Tehran Branch, Islamic Azad University, Tehran ,Iran
2 - Department of Civil Eng, Faculty of Technical and Engineering, Islamic Azad University (south Tehran branch)
کلید واژه: soft soil, seismic performance, structure-soil-structure interaction,
چکیده مقاله :
The purpose of this paper is to review computational methods in structure-soil-structure interaction. As a result of globalization, buildings are located close to each other. This issue happens especially in big cities, making the study of structure-soil-structure interaction as an essential part of structural design process. The effect of soil medium, on which the building structure stands, especially on seismic behavior of building is well known. The effects of structures standing in a close distant to each other is the main issue in structure-soil-structure interactions. In this paper, analytical models of soil are reviewed. After a review on different analytical models of soil, the concepts and the computational efforts in the field of interaction between soil and adjacent buildings are discussed in order to provide the reader with the benefits and weaknesses of each concept. Different computer programs which suit structure-soil-structure interaction analysis and their main abilities are briefly reviewed as well.
[1] Praveen K. Malhotra ., “ Normalized Response Spectrum of Ground Motion ’’ ,2015
[2] ADEEL ZAFAR , “ RESPONSE MODIFICATION FACTOR OF REINFORCED CONCRETE MOMENT RESISTING FRAMES IN DEVELOPING COUNTRIES ’’ ,2009.
[3] Yousef Bozorgnia , “ Earthquake Engineering: From Engineering Seismology to Performance-Based Engineering’’.
[4] Raheem and Hayashikawa , “ RESPONSE MODIFICATION FACTOR OF REINFORCED CONCRETE MOMENT RESISTING FRAMES IN DEVELOPING COUNTRIES”,2013.
[5] Rahgozar M . “A Seismic soil-structure interaction analysis of structural base shear amplification. M.Eng. Thesis, Department of Civil and Environmental Engineering, Carleton University, Ottawa, Ontario, Canada ’’1993.
[6] Akos Horvath and Elisabeth Rachlew, “ Nuclear power in the 21st century: Challenges and possibilities ’’,2015.
[7] Lee IK, Brown PT, “ Structures–foundation interaction analysis. JStruct Eng Div ASCE ’’;( 11):2413–31. (1972)
[8] Martel RR , “ Effect of foundation on earthquake motion. Civ Eng ’’ 10(1):7–10. (1940)
[9] Tanabashi R, Ishizaki H. “,Earthquake damages and elastic properties of the ground. Bulletin No.4, Disaster Prevention Research Institute, Koyoto University ’’. (1953).
[10] Chandra Dutta, Sekhar, Roy. Rana, “ A critical review on idealization and modeling for interaction among soil–foundation–structure system. Computers and Structures ’’, vol. 80 pp.1579–1594. (2002).
[11] Menglin, Lou. Huaifeng, W. Xi, Chen. “ Yongmei, Zhai,. Structure-Soil-Structure Interaction: Literature Review. Soil dynamics and earthquake engineering ’’ 31. 1724-1731, (2011).
[12] Sivanovic, S. “ Seismic response of an instrumented reinforced concrete Building founded on piles.In:Proceedings of the twelfth world conference on earthquake engineering. Auckland, NewZealand ’’ ,P.1–8. (2000).
[13] Matthees W,MagieraG. “ A sensitivity study of seismic structure–soil–structure interaction problems for nuclear power plants. Nuclear Engineering and Design ’’ , 73(3):343–63 , (1982)
[14] C. B. Crouse. “ Energy Dissipation in soil-structure interaction. 12th world conference on earthquake engineering, Auckland, Newzealand ’’ , (2000).
[15] M. Papadopouls, R.Van Beeumen, S. Francois, G, Degrande, and G, Lombaert, “ Computing the modal characteristics of structures considering soil-structure interaction effects. X international conference in structural dynamics, EURODEEN 2017, Rome ’’, Italy, (2017).
[16] S. Naserkhani and H. Pourmohammad SSI and SSSI effects in seismic analysis of twin buildings: “ discrete model concept, international journal of civil engineering and management ’’ , vol. 18, pp.890-898 , . (2012). .
[17] M. Hetenyi “ Beams on elastic foundations.university of Michigan Press ’’ , (1946).
[18] M. Hetenyi , “ A general solution for the bending of beams on an elastic foundations of arbitrary continuity. International journal of applied physics ’’ . Vol.21. p.55-58. , (1950).
[19] Passternak PL , “ On a new method of analysis of an elastic foundation by means of two foundations constants.Moscow, USSR’’. (1954).
[20] Kerr AD. “ Elastic and viscoelastic foundation models.Journal of applied mechanics.Trans ASME’’. Vol.31 (4).p.491-498. . (1964) .
[21] Wang CM, Iang YX, Wang Q. “ Axisymmetric buckling of reddy circular plates on Pasternak foundation. Journal of engineering mechanics ’’ , ASCE, 127(3). P.254-259, (2001).
[22] Kerr AD , “ A study of a new foundation model. Acta Mech.’’ I/2.p.135-147, (1965).
[23] Horvath JS. “ Beam-column-analogy model for soil-structure interaction analysis. Journal of Geotech engineering ’’. 119(2). P.358-364, (1993).
[24] Jakovlev JuV , “ On the analysis of heat exchange apparatus. Trudi Khakovsko Aviatsionnogo institute ’’, (1954).
[25] Kurian NP, Manojkumar NG, “ A new continuous model for soil-structure interaction. Journal of structural engineering ’’. 27(4). P.269-276. . (2001).
[26] Vlasov VZ. “ Structural mechanics of thin walled three dimensional systems. Moscow, Stroizdat ’’, (1949).
[27] Vlasov VZ. Leontiev NN, Beams, “ plates and shells on an elastic foundation. Moscow, USSR: Fizmatgiz.” (1960).
[28] Xuezhang Wen, Fangyuan Zhou, Hongping Zhu , “ Influence of an adjacent structure on the horizontal and torsional input motion of an embedded foundation. Journal of advances in structural engineering” . (2016).
[29] Clouteau D, Aubry D. “ Modifications of the ground motion in dense urban areas. Journal of Computational Acoustic ’’. Vol. 9. P. 1659-1675, (2001).
[30] Tsogka, C. Wirgin , “ A. Simulation of seismic response in an idealized city. Journal of soil dynamics and earthquake engineering ’’ . Vol. 23. P.391-402. (2003).
[31] Padron LA. Aznarez JJ, Maeso, o. “ Dynamic structure-soil-structure interaction between nearby piled buildings under seismic excitation by BEM-FEM model. Journal of soil dynamics and earthquake engineering” . Vol. 29. P.1084-1096. (2009).
[32] Clouteau, D. Broc, D. Devesa, G. et al. “ Calculation methods of structure-soil-structure interaction for embedded buildings: application to NUPEC tests. Journal of soil dynamics and earthquake engineering ’’ . Vol. 32. P.129-142. (2012).
[33] Fatahi, B. Tabatabaiefar, S , “ Fully nonlinear versus equivalent linear computation method for seismic analysis of midrise buildings on soft soils. International journal of geomechanics ’’. Vol. 14. P.1-15. . (2014).
[34] Hokmabadi, AS. Fatahi, B, “ Influence of foundation type on seismic performance of buildings considering soil-structure interaction. International Journal of structural stability and dynamics ’’. Vol.16. P.1-29. . (2015).
[35] Jones, K.C. “ Dynamic soil-structure -interaction analysis of structures in dense urban areas. Dissertation for the degree of doctor of philosophy. University of California, Berkeley ’’ . (2013).
[36] Chang-liang, V , “ Dynamic response of structures in layered soils. Research report R74-10. Department of civil engineering. M.I.T ’’. . (1974).
[37] Lysmer, J., Seed, H.B., Udaka, P., Hwang, R.N., Tsai, C.F. , “ Efficient finite element analysis of seismic soil structure interaction. Report No. EERC 75-34. Earthquake engineering Research Center, university of California, Berkeley” , C.A. (1975).
[38] Rezaei, F. and Mortezaie, H , “ Considering the Soil Effects on Design Process of Performance-Based Plastic Design for Reinforced Concrete Structures. Civil Engineering Infrastructures Journal”, 50(2): 411 – 425, (2017).
[39] Gerolymos, N., Gazetas, G. , “ Development of Winkler model for static and dynamic response of caisson foundations with soil and interface nonlinearities. International Journal of Soil Dynamics and Earthquake Engineering”. Vol.26. P.363–376. (2006).
[40] Given, M.J., Stewart, J.p., Haselton, C.B., and Mazzoni, S. , “ Assessment of soil-structure interaction modeling strategies for response history analysis of buildings. 15th world conference on earthquake engineering, Lisbon, Portugal”. (2012).
[41] NEHRP Consultants Joint Venture, “ Soil-structure interaction for building structures, Report NIST/GCR 11-917-14, prepared by the Applied Technology Council and Consortium of Universities for Research in Earthquake Engineering for the National Institute of Standards and Technology, Washington, D.C ”. (2012).
[42] Garcia, J. “ Soil structure interaction in the analysis and seismic design of reinforced concrete frame buildings. 14th world conference on earthquake engineering, Beijing, China.” (2008).
[43] Gerolymos N, Gazetas G , “ Winkler model for lateral response of rigid caisson foundations in linear soil. International journal of soil dynamics and Earthquake engineering” . Vol.26. P.347-361. . (2006).
[44] Sung TY. Vibrations in semi-infinite solids due to periodic surface loading. ASTM STP no. 156. 1953. p. 35–68.Harvard University. (1953).
[45] XuJ, et al. “Seismic response prediction of NUPEC’s field model tests of NPP structures with adjacent building effect. Proceedings of the 2004ASME/ JSME pressure vessels and piping conference. San Diego, California, USA”; p.1–11. (2004)
[46] Broc, D. “Soil structure interaction: theoretical and experimental results. Proceedings of the 2006 ASME pressure vessels and piping division conference (PVP2006/ICPVT-11): pressure vessel technologies for the global community. Vancouver, British Columbia, Canada” .P.886–91. (2006)
[47] Vicencio, F. and Alexander, N.A. “Higher mode seismic structure-soil-structure interaction between adjacent building during earthquakes. International journal of engineering structures”. Vol. 174. P.322-337. (2018).
[48] Chen, Q., Zhao, Z., Zhang, R., and Pan, Chao, “Impact of soil structure interaction on structures with inerter system. International journal of sound and vibration”. Vol.433. P.1-15. . (2018).
