Dynamic plate-soil interaction - Finite and infinite, flexible and rigid plates on homogeneous, layered or Winkler soil

Soil Dynamics and Earthquake Engineering

Volumn 15, Issue 1, 1996, Pages 51-59

  Auersch, L ^a  

^a BAM FEDERAL INSTITUTE FOR MATERIALS RESEARCH AND TESTING   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; BOUNDARY ELEMENT METHOD; COMPUTATIONAL METHODS; DYNAMIC LOADS; FINITE ELEMENT METHOD; FLEXIBLE STRUCTURES; FOUNDATIONS; MATHEMATICAL MODELS; PLATES (STRUCTURAL COMPONENTS); SOIL MECHANICS; STIFFNESS; STRESS ANALYSIS;

HARMONIC POINT LOAD; LAYERED SOILS; WINKLER SOIL;

SOIL STRUCTURE INTERACTIONS;

DYNAMIC RESPONSE; SOIL/FOUNDATION INTERACTION; WINKLER SOIL;

EID: 0029668096     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/0267-7261(95)00021-6     Document Type: Article

References (14)

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10. Kausel, E. & Roesset, J. M. Stiffness matrices for layered soils. Bull. Seismol. Soc. Amer., 1981, 71, 1743-61.
11. Wolf, J. P. Dynamic Soil-Structure Interaction. Prentice Hall, Englewood Cliffs, New Jersey, 1985.
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13. Auersch, L. Wechselwirkung starrer und flexibler Strukturen mit dem Baugrund insbesondere bei Anregung durch Bodenerschütterungen. BAM-Forschungsbericht 151, Berlin (Verlag für neue Wissenschaften, Bremerhaven), 1988.
14. Auersch, L. Zur Dynamik einer unendlichen Platte auf dem Halbraum - Fundamentnachgiebigkeit und Wellenfeld bei harmonischer Punktlast. Arch. Appl. Mech., 1994, 64, 346-56.