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Dynamic structure-soil-structure interaction between nearby piled buildings under seismic excitation by BEM-FEM model
The dynamic throug-soil interaction between nearby pile supported structures in a viscoelastic half-space, under incident S and Rayleigh waves, is numerically studied. To this end, a three-dimensional viscoelastic BEM-FEM formulation for the dynamic analysis of piles and pile groups in the frequency domain is used, where soil is modelled by BEM and piles are simulated by one-dimensional finite elements as Bernouilli beams. ; 1096 ; 1084 ; 1,34 ; Q1 ; SCIE
Dynamic structure-soil-structure interaction between nearby piled buildings under seismic excitation by BEM-FEM model
The dynamic throug-soil interaction between nearby pile supported structures in a viscoelastic half-space, under incident S and Rayleigh waves, is numerically studied. To this end, a three-dimensional viscoelastic BEM-FEM formulation for the dynamic analysis of piles and pile groups in the frequency domain is used, where soil is modelled by BEM and piles are simulated by one-dimensional finite elements as Bernouilli beams. ; 1096 ; 1084 ; 1,34 ; Q1 ; SCIE
Dynamic structure-soil-structure interaction between nearby piled buildings under seismic excitation by BEM-FEM model
Padrón, L. A. (author) / Aznárez, J. J. (author) / Maeso, O. (author) / Padron, Luis / Maeso, Orlando / Aznarez, Juan / WOS:Padron, LA / WOS:Aznarez, JJ / WOS:Maeso, O
2016-03-30
Sí
Soil Dynamics and Earthquake Engineering[ISSN 0267-7261],v. 29, p. 1084-1096
Article (Journal)
Electronic Resource
English
DDC:
624
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