B-Spline impulse response functions (BIRF) for transient SSI analysis of pile foundations: Developments and implementation

Author:

Ozegbe Kingsley C.,Rizos Dimitrios C.ORCID

Publisher

Elsevier BV

Reference61 articles.

1. Dynamic analysis of footings on layered media;Kausel;J Eng Mech Div,1975

2. Blaney G. Dynamic stiffness of piles. In: Proc. of the 2nd int. conf. on number. methods in geotech., blacksburg, virginia, 1976. 1976, p. 1001–12.

3. Wolf J, Von Arx G. Impendance function of a group of vertical piles. In: From volume i of earthquake engineering and soil dynamics–Proceedings of the ASCE geotechnical engineering division specialty conference, June 19-21, 1978, pasadena, california. 1978, Sponsored by Geotechnical Engineering Division of ASCE in Cooperation With: Proceeding.

4. Dynamic stiffness and seismic response of pile groups;Kaynia,1982

5. Kawamura S, Umemura H, Osawa Y. Earthquake motion measurement of a pile-supported building on reclaimed ground. In: Proceedings of 6th WCEE. India; 1977.

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