https://accedacris.ulpgc.es/jspui/bitstream/10553/16238/3/Padron_Dynamic_Structure.pdf

Dynamic structure soil structure interaction between nearby piled buildings under seismic excitation by bem-fem model

Drilled Shafts: Construction Procedures and LRFD Design Methods: NHI Course No. 132014:Geotechnical Engineering Circular No. 10

Nonlinear response of single piles under lateral inertial and seismic loads

https://accedacris.ulpgc.es/jspui/bitstream/10553/16153/4/Dynamic_analysis_by_a_BEM_FEM_model.pdf

Dynamic analysis of piled foundations in stratified soils by a BEM-FEM model

http://ssi.civil.ntua.gr/downloads/journals/1993-SDEE_Dynamic%20response%20of%20pile%20groups%20with%20different%20configurations.pdf

Dynamic response of pile groups with different configurations

A detailed multi-step procedure is outlined for a complete seismic soil-pile-foundation-structure interaction analysis, within the format of kinematic-inertial decomposition. Newly-developed simplified methods of solution are presented to determine kinematic seismic displacements and bending moments, as well as dynamic impedances, of single piles and pile groups. Characteristic results from the intermediate steps of the analysis are presented, elucidating aspects of the mechanics of soil-pile interaction. Results of unexpected behavior are also displayed and discussed. Extensive comparisons of the developed simplified methods with the extended-Tajimi method reveal a good agreement.

K. Fan

Papers

Seismic Pile-Group—Structure Interaction