Paulo B Lourenco
Paulo B Lourenco
Professor, ISISE, University of Minho / Universidade do Minho, Dep. Civil Engineering, Portugal
Verified email at - Homepage
Cited by
Cited by
Computational strategies for masonry structures.
PJBB Lourenšo
Multisurface interface model for analysis of masonry structures
PB Lourenšo, JG Rots
Journal of engineering mechanics 123 (7), 660-668, 1997
Computations on historic masonry structures
PB Lourenšo
Progress in Structural Engineering and Materials 4 (3), 301-319, 2002
Continuum model for masonry: parameter estimation and validation
PB Lourenšo, JG Rots, J Blaauwendraad
Journal of structural engineering 124 (6), 642-652, 1998
Homogenised limit analysis of masonry walls, Part I: Failure surfaces
G Milani, PB Lourenšo, A Tralli
Computers & structures 84 (3-4), 166-180, 2006
Monitoring historical masonry structures with operational modal analysis: two case studies
LF Ramos, L Marques, PB Lourenšo, G De Roeck, A Campos-Costa, ...
Mechanical systems and signal processing 24 (5), 1291-1305, 2010
A micro-mechanical model for the homogenisation of masonry
A Zucchini, PB Lourenšo
International Journal of Solids and Structures 39 (12), 3233-3255, 2002
A plane stress softening plasticity model for orthotropic materials
PB LourÚnšo, R De Borst, JG Rots
International Journal for Numerical Methods in Engineering 40 (21), 4033-4057, 1997
Ultrasonic evaluation of the physical and mechanical properties of granites
G Vasconcelos, PB Lourenšo, CAS Alves, J Pamplona
Ultrasonics 48 (5), 453-466, 2008
Numerical models for the seismic assessment of an old masonry tower
F Pe˝a, PB Lourenšo, N Mendes, DV Oliveira
Engineering Structures 32 (5), 1466-1478, 2010
Analysis of masonry structures without box behavior
PB Lourenšo, N Mendes, LF Ramos, DV Oliveira
International Journal of Architectural Heritage 5 (4-5), 369-382, 2011
Experimental and numerical issues in the modelling of the mechanical behaviour of masonry
PB Lourenšo
International Center for Numerical Methods in Engineering, 1998
On the dynamics of rocking motion of single rigid‐block structures
F Pe˝a, F Prieto, PB Lourenšo, A Campos Costa, JV Lemos
Earthquake Engineering & Structural Dynamics 36 (15), 2383-2399, 2007
Homogenised limit analysis of masonry walls, Part II: Structural examples
G Milani, PB Lourenšo, A Tralli
Computers & structures 84 (3-4), 181-195, 2006
Mortar-based systems for externally bonded strengthening of masonry
G De Felice, S De Santis, L Garmendia, B Ghiassi, P Larrinaga, ...
Materials and structures 47 (12), 2021-2037, 2014
Round robin test for composite-to-brick shear bond characterization
MR Valluzzi, DV Oliveira, A Caratelli, G Castori, M Corradi, G De Felice, ...
Materials and Structures 45 (12), 1761-1791, 2012
Experimental characterization of stone masonry in shear and compression
G Vasconcelos, PB Lourenšo
Construction and Building Materials 23 (11), 3337-3345, 2009
Three-dimensional limit analysis of rigid blocks assemblages. Part I: Torsion failure on frictional interfaces and limit analysis formulation
A Ordu˝a, PB Lourenšo
International Journal of Solids and Structures 42 (18-19), 5140-5160, 2005
Influence of aggregates grading and water/cement ratio in workability and hardened properties of mortars
VG Haach, G Vasconcelos, PB Lourenšo
Construction and Building Materials 25 (6), 2980-2987, 2011
Analysis of masonry structures: review of and recent trends in homogenization techniques
PB Lourenco, G Milani, A Tralli, A Zucchini
Canadian Journal of Civil Engineering 34 (11), 1443-1457, 2007
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