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    Anisotropic Softening Model for Masonry Plates and Shells 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 009
    Author(s): Paulo B. Lourenço
    Publisher: American Society of Civil Engineers
    Abstract: A model for the numerical analysis of masonry subjected to out-of-plane loading is proposed. The proposed composite plasticity model is able to reproduce elastic and inelastic behavior in two orthogonal directions coinciding ...
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    Evaluation of the Compressive Strength of Ancient Clay Bricks Using Microdrilling 

    Source: Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 009
    Author(s): Francisco Fernandes; Paulo B. Lourenço
    Publisher: American Society of Civil Engineers
    Abstract: Nondestructive testing techniques are increasingly being used to obtain the geometry of structural and nonstructural elements and hidden features such as voids, cracks, and detachments. However, the evaluation of the ...
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    Mechanical Behavior of Two-Leaf Masonry Wall–Strengthening Using Different Grouts 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 007
    Author(s): Eduarda Luso; Paulo B. Lourenço
    Publisher: American Society of Civil Engineers
    Abstract: Grout injection is an efficient method to improve the mechanical characteristics of masonry walls, in the presence of voids or cracks. Masonry made up of two exterior leaves with the space between them filled with poor ...
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    Experimental Characterization of Masonry and Masonry Components at High Strain Rates 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 002
    Author(s): João M. Pereira; Paulo B. Lourenço
    Publisher: American Society of Civil Engineers
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    Cap Model for Limit Analysis and Strengthening of Masonry Structures 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 010
    Author(s): Agustı´n Orduña; Paulo B. Lourenço
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a general method for the limit analysis of structures made of rigid blocks, which can be used in the assessment of ancient masonry structures. This method takes into account nonassociated flow rules and ...
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    Virtual Reconstruction of Medieval Monastery Using Computer-Aided Design Model 

    Source: Journal of Architectural Engineering:;2009:;Volume ( 015 ):;issue: 004
    Author(s): Miguel Amado; Paulo B. Lourenço; Fernando Peña
    Publisher: American Society of Civil Engineers
    Abstract: A three-dimensional computer-aided design virtual reconstruction of the medieval monastery of Santa Maria de Salzedas (Portugal) is presented. This monastery is the second largest Cistercian monastery of Portugal. However, ...
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    Multisurface Interface Model for Analysis of Masonry Structures 

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 007
    Author(s): Paulo B. Lourenço; Jan G. Rots
    Publisher: American Society of Civil Engineers
    Abstract: The performance of an interface elastoplastic constitutive model for the analysis of unreinforced masonry structures is evaluated. Both masonry components are discretized aiming at a rational unit-joint model able to ...
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    Characterization of Cyclic Behavior of Dry Masonry Joints 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 005
    Author(s): Paulo B. Lourenço; Luı´s F. Ramos
    Publisher: American Society of Civil Engineers
    Abstract: Dry masonry mechanics received little attention from the research community when compared with resources invested in traditional (mortar joint) masonry. Nevertheless, a large number of historical stone constructions use ...
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    Solution for the Design of Reinforced Concrete Plates and Shells 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Paulo B. Lourenço; Joaquim A. Figueiras
    Publisher: American Society of Civil Engineers
    Abstract: The use of finite-element packages by practioners as a design tool for reinforced concrete structures has increased considerably in the last few decades. All structural codes of practice recognize the assumption of linear ...
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    Numerical Block-Based Simulation of Rocking Structures Using a Novel Universal Viscous Damping Model 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 011:;page 04021089-1
    Author(s): Georgios Vlachakis; Anastasios I. Giouvanidis; Anjali Mehrotra; Paulo B. Lourenço
    Publisher: ASCE
    Abstract: Unreinforced masonry structures, particularly façade walls, are seismically vulnerable due to their weak connections with adjacent walls, floors, and/or roofs. During an earthquake, such walls formulate local mechanisms ...
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