BEM–FEM coupling model for the dynamic analysis of piles and pile groups

By L. Padrón, Juan J. Aznárez, Orlando Maeso. 2007

176 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/f579ff7951335e0a46ca141d04be8adbcf845f0a

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. L. Padrón
2. Juan J. Aznárez
3. Orlando Maeso
4. A. Lemnitzer
5. G. Anoyatis

In Mechanics of Materials

1. Juan J. Aznárez
2. Orlando Maeso
3. L. Padrón

Citations in the corpus

• 3-D boundary element-finite element method for the dynamic analysis of piled buildings (2011, methodology): “This part of the formulation, related only to the response of the foundation, has been thoroughly validated [16, 3].”
• Dynamic pile impedances for laterally–loaded piles using improved Tajimi and Winkler formulations (2017, background): “Among such, two major groups are distinguishable: finite element methods (FEM) ( [1], [2], [3], [4], [5], [6], [7]) and boundary element methods ( [8], [9], [10], [11], [12], [13]).”