Abstract
Foundation (and structure above) can either amplify or attenuate amplitudes of incoming ground waves depending on a number of parameters that are described later. Two types of soil-foundation (and structure) interactions are commonly referred to in the literature.
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Reference
Clough RW, Penzien J (1993) Dynamics of structures, 2nd edn. McGraw-Hill, New York, NY
Gieck K, Gieck R (1997) Engineering formulas, 7th edn. McGraw-Hill, New York, NY
Ivanovic SS, Trifunac MD, Novikova EI, Gladkov AA, Todorovska MI (2000) Ambient vibration tests of a seven-story reinforced concrete building in Van Nuys, California, damaged by the 1994 Northridge earthquake. Soil Dyn Earthquake Eng 19:391–411
Newmark NM, Hall WJ, Morgan JR (1977) Comparison of building response and free field motion in earthquakes. The 6th world conference on earthquake engineering, New Delhi, vol 2, pp 972–977
Novak M, Grigg RF (1976) Dynamic experiments with small pile foundation. Can Geotech J 13:372–395
Poulos HG (1979) Group factors for pile deflection estimation. J Geotech Eng Div, ASCE 105:1489–1509
Sarma SK, Srbulov M (1996) A simplified method for prediction of kinematic soil-foundation interaction effects on peak horizontal acceleration of a rigid foundation. Earthquake Eng Struct Dyn 25:815–836
Srbulov M (2008) Geotechnical earthquake engineering – simplified analyses with case studies and examples. Springer, Berlin
Tajimi H (1984) Predicted and measured vibrational characteristics of a large-scale shaking table foundation. Proceedings of the 8th world conference on earthquake engineering, San Francisco, CA, 3:873–880
Wolf JP (1994) Foundation vibration analysis using simple physical models. PTR Prentice Hall, Englewood Cliffs, NJ
Wolf JP, Deeks AJ (2004) Foundation vibration analysis: a strength-of-materials approach. Elsevier, Amsterdam
Kaino T, Kikichi T (1988) Earthquake response of pier with caisson type wall foundation and its analysis. Proceedings of the 9th world conference on earthquake engineering, Tokyo, vol 3, pp 751–756
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Srbulov, M. (2010). Foundation and Structure Effects. In: Ground Vibration Engineering. Geotechnical, Geological, and Earthquake Engineering, vol 12. Springer, Dordrecht. https://doi.org/10.1007/978-90-481-9082-9_5
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DOI: https://doi.org/10.1007/978-90-481-9082-9_5
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