Encyclopedia of Earthquake Engineering

2015 Edition
| Editors: Michael Beer, Ioannis A. Kougioumtzoglou, Edoardo Patelli, Siu-Kui Au

Soil-Structure Interaction

  • Christos VrettosEmail author
Reference work entry
DOI: https://doi.org/10.1007/978-3-642-35344-4_141

Synonyms

Dynamic soil-structure interaction; Seismic soil-structure interaction; SSI

Introduction

Seismic waves propagating through the soil impinge upon structures founded on the soil surface or embedded into it. Displacements are then produced both in the structure and in the soil. The mutual dependency of the displacements is called soil-structure interaction, abbreviated as SSI. Consequently, the motion occurring at the base of the structure is different compared to the free-field motion (motion in the absence of the structure). Soil-structure interaction characteristics depend on several factors:
  • Intensity, wavelength, and angle of incidence of the seismic waves

  • Soil stratigraphy

  • Stiffness and hysteretic damping of the particular soil layers

  • Geometry and rigidity of the foundation

  • Embedment depth of the structure

  • Inertia characteristics, slenderness, and natural vibration period (eigenperiod) of the superstructure

  • Presence of nearby structures

Various effects are associated to...
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References

  1. CEN-European Committee for Standardization (2004) Eurocode 8: design of structures for earthquake resistance part 5: foundations, retaining structures and geotechnical aspectsGoogle Scholar
  2. Day SM (1977) Finite element analysis of seismic scattering problems. PhD thesis, University of California, San DiegoGoogle Scholar
  3. Dobry R, Gazetas G (1988) Simple method for dynamic stiffness and damping of floating pile groups. Géotechnique 38:557–574CrossRefGoogle Scholar
  4. Dobry R, Borcherdt RD, Crouse CB, Idriss IM, Joyner WB, Martin GR, Power MS, Rinne EE, Seed RB (2000) New site coefficients and site classification system used in recent building seismic code provisions. Earthq Spectra 16(1):41–67CrossRefGoogle Scholar
  5. Fan K, Gazetas G, Kaynia A, Kausel E (1991) Kinematic seismic response of single piles and pile groups. J Geotech Eng, ASCE 117(12):1860–1879CrossRefGoogle Scholar
  6. Gazetas G (1991) Foundation vibrations. In: Fang HY (ed) Foundation engineering handbook, 2nd edn. Van Nostrand Reinhold, New York, pp 553–593CrossRefGoogle Scholar
  7. Gazetas G, Mylonakis G (1998) Seismic soil structure interaction: new evidence and emerging issues. In: Geotechnical earthquake engineering and soil dynamics III, ASCE, Reston, pp 1119–1174Google Scholar
  8. Kausel E (2010) Early history of soil-structure interaction. Soil Dyn Earthq Eng 30(9):822–832CrossRefGoogle Scholar
  9. Kausel E, Roesset JM (1974) Soil-structure interaction problems for nuclear containment structures. In: ASCE power division specialty conference, electric power and the civil engineer, Boulder, pp 469–498Google Scholar
  10. Kaynia AM, Kausel E (1982) Dynamic stiffness and seismic response of pile groups. In: Research report R82-03, Massachusetts Institute of TechnologyGoogle Scholar
  11. Kim S, Stewart JP (2003) Kinematic soil-structure interaction from strong motion recordings. J Geotech Geoenviron Eng, ASCE 129(4):323–335CrossRefGoogle Scholar
  12. Kramer SL (1996) Geotechnical earthquake engineering. Prentice Hall, Upper Saddle RiverGoogle Scholar
  13. Mylonakis G, Nikolaou A, Gazetas G (2006) Footings under seismic loading: analysis and design issues with emphasis on bridge foundations. Soil Dyn Earthq Eng 26:824–853CrossRefGoogle Scholar
  14. Nikolaou S, Mylonakis G, Gazetas G, Tazoh T (2001) Kinematic pile bending during earthquakes: analysis and field measurements. Géotechnique 51(5):425–440CrossRefGoogle Scholar
  15. Pais A, Kausel E (1988) Approximate formulas for dynamic stiffnesses of rigid foundations. Soil Dyn Earthq Eng 7(4):213–227CrossRefGoogle Scholar
  16. Pender M (1993) Aseismic pile foundation design analysis. Bull NZ Nat Soc Earthq Eng 26(1):49–160Google Scholar
  17. Stewart JP, Kim S, Bielak J, Dobry R, Power MS (2003) Revisions to soil-structure interaction procedures in NEHRP design provisions. Earthq Spectra 19(3):677–696CrossRefGoogle Scholar
  18. Veletsos AS (1977) Dynamics of structure-foundation systems. In: Hall WJ (ed) Structural and geotechnical mechanics. Prentice-Hall, Englewood Cliffs, pp 333–361Google Scholar
  19. Veletsos AS, Meek JW (1974) Dynamic behavior of building-foundation systems. Earthq Eng Struct Dyn 3:121–138CrossRefGoogle Scholar
  20. Veletsos AS, Prasad AM, Wu WH (1997) Transfer functions for rigid rectangular foundations. Earthq Eng Struct Dyn 26(1):5–17CrossRefGoogle Scholar
  21. Waas G, Hartmann HG (1984) Seismic analysis of pile foundations including pile-soil-pile interaction. In: Proceedings, 8th World conference on earthquake engineering, San Francisco, vol V, pp 55–62Google Scholar
  22. Wolf JP (1985) Dynamic soil-structure interaction. Prentice-Hall, Englewood CliffsGoogle Scholar
  23. Wong HL, Luco JE (1985) Table of impedance functions for square foundations on layered media. Soil Dyn Earthq Eng 4(2):64–81Google Scholar

Copyright information

© Springer-Verlag Berlin Heidelberg 2015

Authors and Affiliations

  1. 1.Division of Soil Mechanics and Foundation EngineeringTechnical University of KaiserslauternKaiserslauternGermany