Paulo Lourenco

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University of Minho

Portugal

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Paulo Lourenco is a Professor at the University of Minho, Portugal. His research focuses on seismic performance assessments, particularly concerning masonry structures, including historical buildings and modern applications. Recent articles include investigations on masonry arches, the design of steel-timber joints, and the behavior of textile-reinforced mortar composites under saline exposure.

Recent Grants

Grant: Close

Sustainable Building Lime Applications via Circular Economy and Biomimetic Approaches

Open Date: 2021-01-01

Close Date: 2025-01-01

Grant: Close

New STANDards for seismic assessment of built cultural HERITAGE

Open Date: 2019-09-01

Close Date: 2024-08-01

Grant: Close

Desenvolvimento de Paredes de Alvenaria de Tijolo Cerâmico Sustentáveis para Envolventes de Edifícios

Open Date: 2018-10-01

Close Date: 2021-10-01

Grant: Close

RESIST-2020 - Reabilitação Sísmica de Edifícios Antigos de Alvenaria-Betão

Open Date: 2018-10-01

Close Date: 2021-09-01

Grant: Close

Análise Experimental e não linear Numérica Pushover de Edifícios de Alvenaria

Open Date: 2018-07-01

Close Date: 2021-07-01

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Collaborators (11)

Nathanaël Savalle

Assistant Professor

University of Minho

PORTUGAL

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Paulo Lourenco

Research Interests

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About

Recent Grants

Articles (30)

Quasi-static test on half-scale modern unreinforced masonry building with plan irregularity

Experimental and numerical investigation on the effect of pre-existing damage in the seismic capacity of masonry arches

Durability and bond behavior of textile-reinforced mortar composites under prolonged saline exposure

The Effect of Cross-Section Morphology on the Out-of-Plane Seismic Behaviour of Two-leaf Masonry Walls

The power of seismic performance assessment of masonry monuments based on simulated ground motions: A case study

Code-based ground motion selection and scaling for seismic assessment: Application to two masonry building case studies

Design of stiffened end-plate moment-resisting steel-timber joints with multiple bonded-in rods using the component method

Ground motion model using simulated scenario earthquake records in Azores Plateau (Portugal) at bedrock

Mapping and revealing the nature of masonry compressive strength using computational intelligence

The Seismic Performance of Earthen Historical Buildings in Seismic-Prone Regions: The Church of Santo Tomás de Aquino in Rondocan as a Complex Example

Effect of acidic environment exposure on mechanical properties of TRM composites

Evaluating the Role of Mortar Composition on the Cyclic Behavior of Unreinforced Masonry Shear Walls

Probabilistic Seismic Hazard Assessment of Lisbon (Portugal)

An Integrated Data Acquisition Approach for the Structural Health Monitoring and Real-Time Earthquake Response Assessment of a Retrofitted Adobe Church in Peru

Nonlinear static analysis of masonry structures with mortar joints and cracking units by optimization‐based rigid block models

Development and Validation of Empirical Formulations for Predicting the Frequency of Historic Masonry Towers

Experimental tests and analytical strength models of differential settlements on unreinforced masonry piers and spandrel specimens

A framework for multi-risk assessment in a historical area of Lisbon

Correction: Observed damage and simplified risk assessment of Italian masonry bell towers struck by past seismic events

Parametric and Machine Learning-Based Analysis of the Seismic Vulnerability of Adobe Historical Buildings Damaged After the September 2017 Mexico Earthquakes

Experimental investigation of the behaviour of injection anchors in rubble stone masonry

Experimental investigation of the behaviour of injection anchors in rubble stone masonry

The potential of region-specific machine-learning-based ground motion models: Application to Turkey

The potential of region-specific machine-learning-based ground motion models: Application to Turkey

Stochastic-based vulnerability curves for the out-of-plane seismic safety assessment of URM walls

Stochastic-based vulnerability curves for the out-of-plane seismic safety assessment of URM walls

Diagonal compression testing of masonry under fatigue loading and high static loads

Diagonal compression testing of masonry under fatigue loading and high static loads

Tensile behavior of textile-reinforced mortar: Influence of test setup and layer arrangement

Tensile behavior of textile-reinforced mortar: Influence of test setup and layer arrangement

Collaborators (11)

Nathanaël Savalle

Abide Aşıkoğlu

Katrin Schollbach

Bora Pulatsu

Daniel Oliveira

Tiago Miguel Ferreira

Francesco Paolo Antonio PORTIOLI

R. Vicente

Jorge Branco

Shaghayegh Karimzadeh

Miguel Azenha

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