2022 - Research.com Engineering and Technology in Portugal Leader Award
Masonry, Structural engineering, Geotechnical engineering, Finite element method and Composite material are his primary areas of study. Paulo B. Lourenço mostly deals with Unreinforced masonry building in his studies of Masonry. His Structural engineering research focuses on Limit analysis in particular.
His work deals with themes such as Cracking, Shear, Masonry veneer, Brittleness and Cyclic loading, which intersect with Geotechnical engineering. The various areas that he examines in his Finite element method study include Incremental Dynamic Analysis and Structural load. His work on Substrate and Solid mechanics as part of general Composite material study is frequently linked to Experimental research, therefore connecting diverse disciplines of science.
His scientific interests lie mostly in Masonry, Structural engineering, Geotechnical engineering, Composite material and Forensic engineering. Paulo B. Lourenço has researched Masonry in several fields, including Limit analysis, Fibre-reinforced plastic and Mortar. His study in Homogenization extends to Limit analysis with its themes.
He has researched Structural engineering in several fields, including Compressive strength and Numerical analysis. His work deals with themes such as Masonry veneer, Reinforcement and Infill, which intersect with Geotechnical engineering. Composite material and Bond are frequently intertwined in his study.
Paulo B. Lourenço mainly investigates Masonry, Structural engineering, Forensic engineering, Unreinforced masonry building and Finite element method. His research in Masonry intersects with topics in Flexural strength, Composite material, Mortar, Homogenization and Arch. His Mortar research integrates issues from Compressive strength and Stiffness.
The various areas that Paulo B. Lourenço examines in his Homogenization study include Discretization and Plasticity. His Structural engineering research incorporates themes from Discrete element method and Numerical analysis. His study in Unreinforced masonry building is interdisciplinary in nature, drawing from both Frame and Nonlinear static analysis.
Paulo B. Lourenço spends much of his time researching Masonry, Structural engineering, Unreinforced masonry building, Mortar and Finite element method. His Masonry research is multidisciplinary, incorporating perspectives in Numerical analysis, Structural system and Composite material, Stiffness, Homogenization. His Structural engineering study combines topics from a wide range of disciplines, such as Discrete element method and Brick.
His Unreinforced masonry building research incorporates elements of Frame, Linear elasticity and Mode. As a part of the same scientific study, he usually deals with the Mortar, concentrating on Compressive strength and frequently concerns with Flexural strength, Cement and Artificial neural network. His work carried out in the field of Finite element method brings together such families of science as Torsion, Nonlinear static analysis, Series and Identification.
This overview was generated by a machine learning system which analysed the scientist’s body of work. If you have any feedback, you can contact us here.
Computational strategies for masonry structures
P.B. Lourenco.
(1996)
Multisurface Interface Model for Analysis of Masonry Structures
Paulo B. Lourenço;Jan G. Rots.
Journal of Engineering Mechanics-asce (1997)
Computations on historic masonry structures
Paulo B Lourenço.
Progress in Structural Engineering and Materials (2002)
CONTINUUM MODEL FOR MASONRY: PARAMETER ESTIMATION AND VALIDATION
Paulo B. Lourenço;Jan G. Rots;Johan Blaauwendraad.
Journal of Structural Engineering-asce (1998)
Homogenised limit analysis of masonry walls, Part I: Failure surfaces
G. Milani;P. B. Lourenço;A. Tralli.
Computers & Structures (2006)
Monitoring historical masonry structures with operational modal analysis: Two case studies
L.F. Ramos;L. Marques;P.B. Lourenço;G. De Roeck.
Mechanical Systems and Signal Processing (2010)
A micro-mechanical model for the homogenisation of masonry
A. Zucchini;Paulo B. Lourenço.
International Journal of Solids and Structures (2002)
A plane stress softening plasticity model for orthotropic materials
Paulo B. Lourénço;Paulo B. Lourénço;René De Borst;Jan G. Rots.
International Journal for Numerical Methods in Engineering (1997)
Numerical models for the seismic assessment of an old masonry tower
Fernando Peña;Paulo B. Lourenço;Nuno Mendes;Daniel V. Oliveira.
Engineering Structures (2010)
Ultrasonic evaluation of the physical and mechanical properties of granites.
Graça Vasconcelos;Paulo B. Lourenço;C. A. S. Alves;J. Pamplona.
Ultrasonics (2008)
If you think any of the details on this page are incorrect, let us know.
We appreciate your kind effort to assist us to improve this page, it would be helpful providing us with as much detail as possible in the text box below:
University of Minho
Polytechnic University of Milan
University of Minho
University of Porto
University of Padua
KU Leuven
University of Ferrara
University of Auckland
University of Genoa
Roma Tre University
Stanford University
Toyohashi University of Technology
Nanjing University
University of Strasbourg
Purdue University West Lafayette
University of New South Wales
Newcastle University
University of Oxford
Osaka University
Fox Chase Cancer Center
Spanish National Research Council
University of Bern
University College London
Oxford Brookes University
Johns Hopkins University
University of Notre Dame