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Dimitri E. Beskos

Dimitri E. Beskos

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Engineering and Technology
Greece
2026

D-Index & Metrics

Engineering and Technology

D-Index
65
Citations
14897
World Ranking
1537
National Ranking
6

Research.com Recognitions

  • 2026 - Research.com Engineering and Technology in Greece Leader Award
  • 2025 - Research.com Engineering and Technology in Greece Leader Award
  • 2023 - Research.com Engineering and Technology in Greece Leader Award
  • 2022 - Research.com Engineering and Technology in Greece Leader Award
  • 2007 - Member of Academia Europaea
  • 2006 - Fellow of the International Association for Computational Mechanics (IACM)
  • Member of the European Academy of Sciences and Arts
  • Member of the European Academy of Sciences and Arts
  • Member of the European Academy of Sciences and Arts

Overview

What is he best known for?

The fields of study he is best known for:

  • Mathematical analysis
  • Structural engineering
  • Composite material

His primary areas of investigation include Boundary element method, Mathematical analysis, Structural engineering, Finite element method and Mechanics. His studies in Boundary element method integrate themes in fields like Isotropy, Plane stress, Linear elasticity and Frequency domain. His study in the field of Partial differential equation, Inverse Laplace transform and Reciprocity is also linked to topics like Two-sided Laplace transform.

His work on Seismic analysis and Seismic loading as part of general Structural engineering study is frequently linked to Parametric statistics, bridging the gap between disciplines. In his study, Basis, Inelastic analysis and Soil structure interaction is inextricably linked to Discretization, which falls within the broad field of Finite element method. The study incorporates disciplines such as Thermal conduction, Poromechanics and Classical mechanics in addition to Mechanics.

His most cited work include:

  • Boundary Element Methods in Dynamic Analysis (463 citations)
  • Boundary Element Methods in Dynamic Analysis: Part II (1986-1996) (455 citations)
  • Boundary element methods in elastodynamics (292 citations)

What are the main themes of his work throughout his whole career to date?

His main research concerns Structural engineering, Mathematical analysis, Boundary element method, Seismic analysis and Finite element method. Dimitri E. Beskos has researched Structural engineering in several fields, including Plane and Displacement. His Mathematical analysis research is multidisciplinary, incorporating perspectives in Geometry and Plane stress.

Dimitri E. Beskos studied Boundary element method and Discretization that intersect with Quadrilateral. His Seismic analysis research integrates issues from Modal, Rotation, Deformation, Strength reduction and Ductility. His study looks at the relationship between Finite element method and topics such as Time domain, which overlap with Seismic wave.

He most often published in these fields:

  • Structural engineering (73.61%)
  • Mathematical analysis (29.17%)
  • Boundary element method (25.69%)

What were the highlights of his more recent work (between 2015-2021)?

  • Structural engineering (73.61%)
  • Seismic analysis (40.97%)
  • Moment (24.65%)

In recent papers he was focusing on the following fields of study:

His primary areas of study are Structural engineering, Seismic analysis, Moment, Strength reduction and Parametric statistics. His research integrates issues of Deformation and Nonlinear system in his study of Structural engineering. His Seismic analysis study combines topics in areas such as Modal, Displacement, Equivalent system, Plane and Stiffness.

As part of his studies on Plane, he often connects relevant areas like Mathematical analysis. His specific area of interest is Mathematical analysis, where Dimitri E. Beskos studies Boundary value problem. Dimitri E. Beskos has included themes like Transformation, Structural level, Numerical analysis and Masonry in his Finite element method study.

Between 2015 and 2021, his most popular works were:

  • Seismic damage estimation of in-plane regular steel/concrete composite moment resisting frames (13 citations)
  • Seismic damage estimation of in-plane regular steel/concrete composite moment resisting frames (13 citations)
  • A generalized multi-level seismic damage model for RC framed structures (13 citations)

In his most recent research, the most cited papers focused on:

  • Structural engineering
  • Mathematical analysis
  • Composite material

His main research concerns Structural engineering, Parametric statistics, Finite element method, Moment and Seismic analysis. The Structural engineering study combines topics in areas such as Power series and Nonlinear system. His studies deal with areas such as Ultimate tensile strength and Flexural strength as well as Finite element method.

His work deals with themes such as Ductility and Deformation, which intersect with Seismic analysis. His Deformation research incorporates themes from Discrete element method, Modal, Strength reduction, Design methods and Engineering design process. He usually deals with Displacement and limits it to topics linked to Boundary value problem and Fourier series, Elasticity, Displacement field, Vibration and Non-equilibrium thermodynamics.

Best Publications

  • Boundary Element Methods in Dynamic Analysis

    Dimitri E. Beskos

  • Boundary Element Methods in Dynamic Analysis: Part II (1986-1996)

    Dimitri E. Beskos

  • Boundary element methods in elastodynamics

    George D. Manolis;D. E. Beskos

  • On the theory of consolidation with double porosity—II

    Dimitri E. Beskos;Elias C. Aifantis;Elias C. Aifantis

  • Inelastic displacement ratios for SDOF structures subjected to repeated earthquakes

    George D. Hatzigeorgiou;Dimitri E. Beskos;Dimitri E. Beskos

  • Static, seismic and stability analyses of a prototype wind turbine steel tower

    N Bazeos;G.D Hatzigeorgiou;I.D Hondros;H Karamaneas

  • Bending and stability analysis of gradient elastic beams

    S. Papargyri-Beskou;K.G. Tsepoura;D. Polyzos;D.E. Beskos

  • Vibration isolation using open or filled trenches

    D. E. Beskos;B. Dasgupta;I. G. Vardoulakis

  • Vibration isolation by a row of piles using a 3‐D frequency domain BEM

    S. E. Kattis;D. Polyzos;D. E. Beskos

  • Modelling of pile wave barriers by effective trenches and their screening effectiveness

    S.E. Kattis;D. Polyzos;D.E. Beskos

  • Dynamic response of 3‐D rigid surface foundations by time domain boundary element method

    D. L. Karabalis;D. E. Beskos

  • Integral Equation for Dynamic Poroelasticity in Frequency Domain with BEM Solution

    Alexander H.‐D. Cheng;Taoreed Badmus;Dimitri E. Beskos

  • 3-D seismic response analysis of long lined tunnels in half-space

    A.A. Stamos;D.E. Beskos

  • Soil–structure interaction effects on seismic inelastic analysis of 3-D tunnels

    George D. Hatzigeorgiou;Dimitri E. Beskos;Dimitri E. Beskos

  • Numerical operational methods for time‐dependent linear problems

    G. V. Narayanan;D. E. Beskos

  • Vibration isolation using open or filled trenches Part 2: 3-D homogeneous soil

    B. Dasgupta;D. E. Beskos;I. G. Vardoulakis

  • Wave dispersion in gradient elastic solids and structures: A unified treatment

    S. Papargyri-Beskou;D. Polyzos;D.E. Beskos;D.E. Beskos

  • Dynamic stress concentration studies by boundary integrals and Laplace transform

    G. D. Manolis;D. E. Beskos

  • Static, stability and dynamic analysis of gradient elastic flexural Kirchhoff plates

    S. Papargyri-Beskou;D. E. Beskos

  • Boundary Element Methods in Mechanics

    D. E. Beskos;U. Heise

Frequent Co-Authors

Theodore L. Karavasilis
Theodore L. Karavasilis University of Patras
Elias C. Aifantis
Elias C. Aifantis Aristotle University of Thessaloniki
Ioannis Vardoulakis
Ioannis Vardoulakis National Technical University of Athens
William W Gerberich
William W Gerberich University of Minnesota
Ahmed Elgamal
Ahmed Elgamal University of California, San Diego
Nicos Makris
Nicos Makris Southern Methodist University
Alexander H.-D. Cheng
Alexander H.-D. Cheng University of Mississippi
James T. Jenkins
James T. Jenkins Cornell University

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