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au.\*:("LOURENCO, Paulo B")

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Sensitivity analysis of the seismic performance of existing masonry buildingsMENDES, Nuno; LOURENCO, Paulo B.Engineering structures. 2014, Vol 80, pp 137-146, issn 0141-0296, 10 p.Article

A simplified homogenized limit analysis model for randomly assembled blocks out-of-plane loadedMILANI, Gabriele; LOURENCO, Paulo B.Computers & structures. 2010, Vol 88, Num 11-12, pp 690-717, issn 0045-7949, 28 p.Article

Evaluation of the compressive strength of ancient clay bricks using microdrillingFERNANDES, Francisco; LOURENCO, Paulo B.Journal of materials in civil engineering. 2007, Vol 19, Num 9, pp 791-800, issn 0899-1561, 10 p.Article

3D non-linear behavior of masonry arch bridgesMILANI, Gabriele; LOURENCO, Paulo B.Computers & structures. 2012, Vol 110-11, pp 133-150, issn 0045-7949, 18 p.Article

Unreinforced and confined masonry buildings in seismic regions: Validation of macro-element models and cost analysisMARQUES, Rui; LOURENCO, Paulo B.Engineering structures. 2014, Vol 64, pp 52-67, issn 0141-0296, 16 p.Article

Masonry compression : a numerical investigation at the meso-levelPINA-HENRIQUES, J; LOURENCO, Paulo B.Engineering computations. 2006, Vol 23, Num 3-4, pp 382-407, issn 0264-4401, 26 p.Article

Modeling and vulnerability of historical city centers in seismic areas: a case study in LisbonRAMOS, Luis F; LOURENCO, Paulo B.Engineering structures. 2004, Vol 26, Num 9, pp 1295-1310, issn 0141-0296, 16 p.Article

Geometric issues and ultimate load capacity of masonry arch bridges from the northwest Iberian PeninsulaOLIVEIRA, Daniel V; LOURENCO, Paulo B; LEMOS, Cláudia et al.Engineering structures. 2010, Vol 32, Num 12, pp 3955-3965, issn 0141-0296, 11 p.Article

Virtual Reconstruction of Medieval Monastery Using Computer-Aided Design ModelAMADO, Miguel; LOURENCO, Paulo B; PENA, Fernando et al.Journal of architectural engineering. 2009, Vol 15, Num 4, pp 131-138, issn 1076-0431, 8 p.Article

Validation of analytical and continuum numerical methods for estimating the compressive strength of masonryLOURENCO, Paulo B; PINA-HENRIQUES, J.Computers & structures. 2006, Vol 84, Num 29-30, pp 1977-1989, issn 0045-7949, 13 p.Article

Shaking table testing of an existing masonry building: assessment and improvement of the seismic performanceMENDES, Nuno; LOURENCO, Paulo B; CAMPOS-COSTA, Alfredo et al.Earthquake engineering & structural dynamics. 2014, Vol 43, Num 2, pp 247-266, issn 0098-8847, 20 p.Article

Parametrical study of masonry walls subjected to in-plane loading through numerical modelingHAACH, Vladimir G; VASCONCELOS, Graça; LOURENCO, Paulo B et al.Engineering structures. 2011, Vol 33, Num 4, pp 1377-1389, issn 0141-0296, 13 p.Article

Numerical analysis of concrete block masonry beams under three point bendingHAACH, Vladimir G; VASCONCELOS, Graça; LOURENCO, Paulo B et al.Engineering structures. 2011, Vol 33, Num 12, pp 3226-3237, issn 0141-0296, 12 p.Article

Learning from Failure of a Long Curved Veneer Wall: Structural Analysis and RepairLOURENCO, Paulo B; MEDEIROS, Pedro.Journal of performance of constructed facilities. 2013, Vol 27, Num 1, pp 53-64, issn 0887-3828, 12 p.Article

Two approaches for the analysis of masonry structures: micro and macro-modeling = Deux approches de calcul des constructions en maçonnerie: modèles de micro- et de macro-analyseLOURENÇO, Paulo B; ROTS, Jan G; BLAAUWENDRAAD, J et al.Heron (Delft). 1995, Vol 40, Num 4, pp 313-340, issn 0046-7316Article

A DEM based tool for the safety analysis of masonry gravity damsBRETAS, Eduardo M; LEMOS, José V; LOURENCO, Paulo B et al.Engineering structures. 2014, Vol 59, pp 248-260, issn 0141-0296, 13 p.Article

Testing and modeling of a traditional timber mortise and tenon jointFEIO, Artur O; LOURENCO, Paulo B; MACHADO, José S et al.Materials and structures. 2014, Vol 47, Num 1-2, pp 213-225, issn 1359-5997, 13 p.Article

Numerical study on the performance of improved masonry-to-timber connections in traditional masonry buildingsARAUJO, Ana S; OLIVEIRA, Daniel V; LOURENCO, Paulo B et al.Engineering structures. 2014, Vol 80, pp 501-513, issn 0141-0296, 13 p.Article

Numerical study of the role of mortar joints in the bond behavior of FRP-strengthened masonryGHIASSI, Bahman; OLIVEIRA, Daniel V; LOURENCO, Paulo B et al.Composites. Part B, Engineering. 2013, Vol 46, pp 21-30, issn 1359-8368, 10 p.Article

Seismic performance of the St. George of the Latins church: Lessons learned from studying masonry ruinsLOURENCO, Paulo B; TRUJILLO, Alejandro; MENDES, Nuno et al.Engineering structures. 2012, Vol 40, pp 501-518, issn 0141-0296, 18 p.Article

Numerical models for the seismic assessment of an old masonry towerPENA, Fernando; LOURENCO, Paulo B; MENDES, Nuno et al.Engineering structures. 2010, Vol 32, Num 5, pp 1466-1478, issn 0141-0296, 13 p.Article

Bond characterization between concrete substrate and repairing SFRC using pull-off testingBONALDO, Everaldo; BARROS, Joaquim A. O; LOURENCO, Paulo B et al.International journal of adhesion and adhesives. 2005, Vol 25, Num 6, pp 463-474, issn 0143-7496, 12 p.Article

Numerical analysis of bond behavior between masonry bricks and composite materialsGHIASSI, Bahman; MARCARI, Giancarlo; OLIVEIRA, Daniel V et al.Engineering structures. 2012, Vol 43, pp 210-220, issn 0141-0296, 11 p.Article

Shear capacity assessment of tuff panels strengthened with FRP diagonal layoutMARCARI, Giancarlo; OLIVEIRA, Daniel V; FABBROCINO, Giovanni et al.Composites. Part B, Engineering. 2011, Vol 42, Num 7, pp 1956-1965, issn 1359-8368, 10 p.Article

Hygrothermal durability of bond in FRP-strengthened masonryGHIASSI, Bahman; OLIVEIRA, Daniel V; LOURENCO, Paulo B et al.Materials and structures. 2014, Vol 47, Num 12, pp 2039-2050, issn 1359-5997, 12 p.Article

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