NONLINEAR BEHAVIOR IN SOIL-STRUCTURE INTERACTION

The relative importance of secondary nonlinear effects in soil-structure interaction are investigated by means of the iterative linear method. It is found that the refinement in the analyses, while increasing the cost of computation several times, does not change the dynamic response in the structure to a significant degree. At the same time, and improved algorithm is presented for the computation of the characteristic strain used in the iterative approach. /ASCE/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/oclc/3519342
• Corporate Authors:

  American Society of Civil Engineers

  345 East 47th Street
  New York, NY  United States  10017-2398
• Authors:
  • Kausel, E
  • Roesset, J M
  • Christian, J T
• Publication Date: 1976-11

Media Info

• Features: Appendices; Figures; References; Tables;
• Pagination: p. 1159-70
• Serial:
  • Journal of Geotechnical and Geoenvironmental Engineering
  • Volume: 102
  • Issue Number: GT11
  • Publisher: American Society of Civil Engineers
  • ISSN: 1090-0241
  • Serial URL: http://ojps.aip.org/gto

Subject/Index Terms

• TRT Terms: Deformation curve; Dynamics; Soil structure interaction; Soils
• Uncontrolled Terms: Dynamic characteristics
• Subject Areas: Geotechnology; Highways;

Filing Info

• Accession Number: 00148201
• Record Type: Publication
• Report/Paper Numbers: ASCE #12579
• Files: TRIS
• Created Date: Mar 15 1977 12:00AM