Abstract
The objective of the present study is to investigate the dynamic coupling interaction effects between adjacent building structures and the underlying soil when subjected to artificial seismic excitation. In this paper, the dynamic structure–soil–structure interaction (SSSI) between adjacent buildings idealized as a 2D-discrete model and underlying or surrounding soil is coupled by a rotational interaction spring and the non-stationary Kanai–Tajimi accelerogram is employed as artificial seismic excitation input. Based on the numerical investigation, the results showed that constructing an adjacent building taller to an existing building generally increases the response, thereby amplifies the seismic risk although in the taller adjacent building comparative seismic risk reduction in noted based on its own response.
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References
Lou M, Wang H, Chen X, Zhai Y (2011) Structure–soil–structure interaction: literature review. Soil Dyn Earthq Eng 31(12):1724–1731
Hans S, Boutin C, Ibraim E, Roussillon P (2005) In situ experiments and seismic analysis of existing buildings. Part I: experimental investigations. Earthq Eng Struct Dyn 34(12):1513–1529
Kitada Y, Hirotani T, Iguchi M (1999) Models test on dynamic structure–structure interaction of nuclear power plant buildings. Nucl Eng Des 192(2–3):205–216
Lee TH, Wesley DA (1973) Soil-structure interaction of nuclear reactor structures considering through-soil coupling between adjacent structures. Nucl Eng Des 24(3):374–387
Lysmer J, Seed HB, Udaka T, Hwang RN, Tsai CF (1975) Efficient finite element analysis of seismic soil structure interaction. Report No. EERC 75–34. Earthquake engineering research center, University of California, Berkeley, CA
Murakami H, Luco JE (1977) Seismic response of a periodic array of structures. J Eng Mechan Division 103(5):965–977
Roesset JM, Gonzalez JJ (1978) Dynamic interaction between adjacent structures. In: Dynamic response and wave propagation in Soils. Rotterdam: AA balkema. pp 127–166
Wong HL, Trifunac MD (1975) Two-dimensional, antiplane, building-soil-building interaction for two or more buildings and for incident planet SH waves. Bull Seismol Soc Am 65(6):1863–1885
Yano T, Kitada Y, Iguchi M, Hirotani T, Yoshida K (2000) Model test on dynamic cross interaction of adjacent buildings in nuclear power plants. In: 12th world conference on earthquake engineering. New Zealand
Newmark NM, Rosenb lueth E (1971) Fundamentals of earthquake engineering, Prentice Hall. Inc. Englewood Cliffs, NJ, USA
Chopra AK (2000) Dynamics of structures: theory and applications to earthquake engineering, 2nd edn. Prentice Hall, NJ
Lin YK, Yong Y (1987) Evolutionary kanai-tajimi earthquake models. J Eng Mechan 113(8):1119–1137
Rofooei FR, Mobarake A, Ahmadi G (2001) Generation of artificial earthquake records with a nonstationary Kanai-Tajimi model. Eng Struct 23(7):827–837
Guo Y, Kareem A (2016) System identification through non stationary data using time–frequency blind source separation. J Sound Vib 371:110–131
Vicencio F, Alexander NA (2018) Higher mode seismic structure-soil-structure interaction between adjacent building during earthquakes. Eng Struct 174:322–337
Gorbunov-Posadov MI, Serebrajanyi V (1961) Design of structure upon elastic foundations. In: 5th international conference on soil mechanics and foundation engineering, Paris. pp 643–648
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Chandramouli, S.V., Munirudrappa, N. (2021). Analytical Study on Dynamic Coupling Interaction Effects Between Adjacent Building Structures. In: Sitharam, T., Pallepati, R.R., Kolathayar, S. (eds) Seismic Design and Performance. Lecture Notes in Civil Engineering, vol 120. Springer, Singapore. https://doi.org/10.1007/978-981-33-4005-3_15
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DOI: https://doi.org/10.1007/978-981-33-4005-3_15
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