Nuno Pereira

ORCID: 0000-0002-9331-0010
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About
Contact & Profiles
Research Areas
  • Seismic Performance and Analysis
  • Structural Behavior of Reinforced Concrete
  • BIM and Construction Integration
  • Privacy, Security, and Data Protection
  • Probabilistic and Robust Engineering Design
  • Structural Response to Dynamic Loads
  • Structural Health Monitoring Techniques
  • Infrastructure Maintenance and Monitoring
  • Geotechnical Engineering and Soil Mechanics
  • Geotechnical Engineering and Underground Structures
  • Geotechnical Engineering and Soil Stabilization
  • Concrete Corrosion and Durability
  • 3D Modeling in Geospatial Applications
  • Seismic and Structural Analysis of Tall Buildings
  • Ethics and Social Impacts of AI
  • Risk and Safety Analysis
  • Structural Engineering and Vibration Analysis
  • Archaeological Research and Protection
  • Calibration and Measurement Techniques
  • Construction Engineering and Safety
  • Sexuality, Behavior, and Technology
  • Conservation Techniques and Studies
  • Innovative concrete reinforcement materials
  • Innovations in Concrete and Construction Materials
  • Wind and Air Flow Studies

Universidade do Porto
2016-2023

The seismic vulnerability assessment of the diverse categories buildings found across building stocks requires specific methodologies that can capture wide range standards, regulations, construction practices, architectural layouts, earthquake design scenarios, and available knowledge. Previous models have employed varying approaches, taxonomies, representations loading, and, in some instances, relied on a limited number representative structures to represent an entire class. Consequently,...

10.5592/co/3crocee.2025.35 article EN 2025-03-19

The damage caused by seismic shaking and liquefaction-induced permanent ground deformation has conventionally been assessed as two separate problems often different engineers. However, the are inherently linked, since causes liquefaction, soil softening affects shaking. Modelling both within a single numerical model is complex for engineer software, most finite element software only have capabilities to address one of them. To improve estimates performance buildings on liquefiable soil, new...

10.1061/jggefk.gteng-10881 article EN Journal of Geotechnical and Geoenvironmental Engineering 2023-01-05

Reproducibility and transparency have become standard practice in earthquake loss modelling following a growing demand from both the public private sectors for understandable accessible risk model input data, software results.Since 1990's European scientific community has worked together on many aspects of seismic hazard modelling.These advances led to 2020 Seismic Risk Model (ESRM20), which been computed with open source is now being openly released wider community.This paper presents...

10.7712/120121.8666.19367 article EN COMPDYN Proceedings 2021-01-01

O artigo apresenta uma metodologia simplificada para a avaliação do risco que foi desenvolvida especificamente o património cultural imóvel. Envolve as várias componentes necessárias e pode ser utilizada como um procedimento de triagem análise preliminar grande número bens culturais utilizando recursos limitados. Pode igualmente usada no caso exigem mais detalhada. A proposta é método qualitativo se baseia num conjunto questionários estruturados integram principais duma risco:...

10.14568/cp2016030 article PT cc-by-nc-nd Conservar Património 2017-01-01

Abstract A new set of partial safety factors is proposed for the seismic assessment existing reinforced concrete buildings. These are derived using a framework that focuses on determination uncertainty in limit state capacities. Existing standards, such as EN1998-3 or ASCE 41-17, follow component-based approach consider limit-state acceptance criteria based capacity-related parameters to verify ductile and brittle failure modes. Despite their similar philosophy, these standards different...

10.1007/s10518-023-01788-7 article EN cc-by Bulletin of Earthquake Engineering 2023-11-06
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