The chart shows the distribution of publications by all Research.com ranked scientists in the field of Engineering and Technology in 2026. The highlighted bar marks where Dimitri E. Beskos sits on this spectrum.
This scientist: 302 publications — 76th percentile
76% of scientists in this discipline score the same or lower.
The last bar groups every scientist with 804 publications or more.
The chart shows the D-index (discipline H-index) distribution of Engineering and Technology scientists ranked by Research.com in 2026. The highlighted bar marks where Dimitri E. Beskos sits on this spectrum.
This scientist: 65 D-Index — 85th percentile
85% of scientists in this discipline score the same or lower.
The last bar groups every scientist with 107 D-Index or more.
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 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.
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.
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.
Dimitri E. Beskos
Dimitri E. Beskos
George D. Manolis;D. E. Beskos
Dimitri E. Beskos;Elias C. Aifantis;Elias C. Aifantis
George D. Hatzigeorgiou;Dimitri E. Beskos;Dimitri E. Beskos
N Bazeos;G.D Hatzigeorgiou;I.D Hondros;H Karamaneas
S. Papargyri-Beskou;K.G. Tsepoura;D. Polyzos;D.E. Beskos
D. E. Beskos;B. Dasgupta;I. G. Vardoulakis
S. E. Kattis;D. Polyzos;D. E. Beskos
S.E. Kattis;D. Polyzos;D.E. Beskos
D. L. Karabalis;D. E. Beskos
Alexander H.‐D. Cheng;Taoreed Badmus;Dimitri E. Beskos
A.A. Stamos;D.E. Beskos
George D. Hatzigeorgiou;Dimitri E. Beskos;Dimitri E. Beskos
G. V. Narayanan;D. E. Beskos
B. Dasgupta;D. E. Beskos;I. G. Vardoulakis
S. Papargyri-Beskou;D. Polyzos;D.E. Beskos;D.E. Beskos
G. D. Manolis;D. E. Beskos
S. Papargyri-Beskou;D. E. Beskos
D. E. Beskos;U. Heise
If you think any of the details on this page are incorrect, let us know.
Chinese Academy of Sciences
Swansea University
University of Oslo
University of Trás-os-Montes and Alto Douro
University of Edinburgh
University of Alberta
Scotland's Rural College
University of Oslo
Universiti of Malaysia Sabah
Pennsylvania State University
Lomonosov Moscow State University
Carnegie Mellon University
University of Pennsylvania
Plymouth University
Indian Institute of Management Bodh Gaya
National Institute of Technology Uttarakhand
