Artigos de Revista
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Caracterização e diagnóstico de estruturas de madeira do Palácio Nacional da Ajuda
Descreve-se um estudo multidisciplinar conduzido pelo LNEC no Palácio Nacional da Ajuda, tendo em vista avaliar o estado de conservação e segurança de pavimentos de madeira. O presente artigo foca em particular o estudo feito no Toucador e no WC da Rainha, na extremidade poente da Ala sul.
Ano: 2024
Número Páginas:
6p..
Autor(es): Cruz, H.; Duarte, S.; Mota, R.; Pereira, M. M.; Fontul, S.; Matias, L.; Mera Marques, A.; Lina Nunes
Revista: Revista Pedra & Cal, Conservação e Reabilitação
Editor: GECoRPA
Volume:
Nº 77.
Keywords: Termografia; Georadar; Inspeção; Diagnóstico; Estrutura de madeira
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CFD methodology for predicting thermal plume from heat source: Experimental validation and simplified model
The prediction of heat transfer in natural convection is crucial for various engineering applications, including building heating and natural ventilation. CFD study of heat transfer in elements with complex geometries, like radiators, increase the computational effort and could turn inviable the study of natural ventilation in large rooms with heating radiators. This study aimed to develop a CFD methodology and validate a simplified model to study natural convection and plumes above heat sources like heating radiators. The model uses porous media to simulate heat sources without compromising thermal plume development in large spaces. It enables cost-effective exploration of solutions, reducing computational costs while accurately modelling thermal plume effects. The CFD model was validated using a full-scale model experimental, ensuring its accuracy and reliability. The experimental measurements showed consistent evolutions for inlet and outlet water temperatures, indicating stable heat transfer processes. The study includes 5 heating scenarios in which the inlet and outlet water temperature (Ti/T0) is varied, namely: 64/58 °C, 67/41 °C, 73/68 °C, 50/35 °C, and 39/29 °C. With the experiments and the CFD results, it was also concluded that the air temperature and velocity profiles in radiators configured in parallel are asymmetrical. The CFD simulations with the simplified model incorporating a porous medium demonstrated the effectiveness of the proposed methodology. Notably, the computational time for the simplified model was reduced by approximately 70 % compared to the detailed model. The developed CFD methodology has potential applications in optimizing natural ventilation systems for different radiators and environmental conditions, contributing to energy efficiency and occupant comfort.
Ano: 2024
Autor(es): Mateus, R.; Pinto, A.; Pereira J. M.
Revista: Building and Environment
Editor: ELSEVIER
Volume:
Volume 257.
Keywords: Large air masses; Simplified model; CFD methodology; Heat sources; Thermal plume
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Collapse of the Dharahara Tower During the April 25, 2015 Nepal Earthquake: A New Interpretation Based on Video-Camera Footage
Among the various important monuments impacted by the April 25, 2015 Mw7.8 Nepal earthquake, the Dharahara Tower located in Kathmandu suffered complete collapse. The collapse of the tower, a slender 60-meter-high old brick masonry structure with an almost cylindrical hollow shape, was captured by a low-quality video camera, which nonetheless helped to identify the critical moments. Initially, the tower descended more than 10 meters vertically after a rupture at the base. After a few seconds, it overturned, disintegrating upon impact on the ground. At a distance of 1.3 km, an accelerometric station recorded the strong motion which was used as input of a discrete element model of the structure. Mechanical properties were taken from lab tests made on similar building materials. The Dharahara Tower had previously been analysed by other researchers using various methods. However, since they were apparently not aware of the mechanism observed in the video footage, their collapse models do not agree with this new evidence. For the initial phase of the collapse the present model explains with great accuracy the observations of the video footage, but the final phase is dependent on various details, and modelling is not so robust.
Ano: 2024
Autor(es): Lemos, J. V.; Oliveira, C.S.; Rupakhety, R.
Revista: International Journal of Architectural Heritage
Editor: Taylor&Francis
Volume:
2024.
Keywords: masonry tower
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Community Resilience Assessment: Implementation of a Novel Resilience Framework in Four Different European Case Study Areas
Global warming and population density increase in urban areas under natural risks highlight the need for better quantifying and measuring community resilience. A new resilience framework was developed in the course of the European project C2IMPRESS, proposing an innovative way to assess community resilience through a multifaceted lens focused on 5 dimensions: a) social, b) governmental/institutional, c) economic, d) infrastructural, and e) environmental. The framework was tested in the four Case Study Areas (CSAs) of the C2IMPRESS project; Egaleo in Greece, Mallorca in Spain, Ordu in Turkey, and Centro in Portugal. Here, we exhibit the methodology process for the framework
Ano: 2024
Número Páginas:
17-60pp..
Autor(es): Galanopoulou M. I.; Sfetsos, A.; Jiménez, J. D.; Estrany, J.; Moragues, A.; Craveiro, J.; Oliveira, M. M.; Zózimo, A. C.; Bakogianni, E.; Pavlidi, E.
Keywords: Environment; Infrastructure; Economy; Governance; Society; Municipality; Resilience assessment; Community resilience
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Comparative analysis of MT-InSAR algorithms supported by GNSS data and corner reflectors: Assessing performance and accuracy
This paper presents a comparative analysis of Multi-Temporal Interferometric Synthetic Aperture Radar (MT-InSAR) algorithms in a corner reflector located in Lisbon, Portugal. The reflector was monitored using daily observations from the Global Navigation Satellite System (GNSS) technique with submillimeter precision. The study focuses on comparing the performance and accuracy of different MT-InSAR approaches i) the Persistent Scatterer Interferometry (PSI) method using the open-source software StaMPS, ii) the PSI method using the commercial software SARPROZ, iii) the Quasi-PS method implemented with the SARPROZ software, as well as iv) a hybrid method Persistent scatterer
Ano: 2024
Número Páginas:
7p..
Autor(es): Diaz, A.; Roque, D.; Solla, M.; Lima, J. N.
Revista: Procedia Computer Science
Editor: Elsevier
Volume:
239.
Keywords: Corner reflector; Accuracy; GNSS; QPS; PSI
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Contributions to Incorporation of Non-Recyclable Plastics in Bituminous Mixtures
Over the past 50 years, global plastic production has surged exponentially. Around 40% of this plastic is used for packaging, most of which is single-use, while 20% is used in construction. Despite the vast quantities produced, only about 6% of discarded plastics are properly recycled, 10% are incinerated, and the majority are disposed of without proper management. With low recycling rates and some plastics being non-recyclable or with limited recycling cycles, it is important to explore new ways of reusing this waste as secondary raw materials. This study explores the potential of incorporating non-recyclable plastic waste into bituminous mixtures. The objective is to develop a sustainable solution for surface courses with similar or better performance than traditional bituminous mixtures by incorporating plastic waste using the dry method. A bituminous mixture containing 10% non-recyclable plastic was formulated and tested for water sensitivity, wheel tracking, and stiffness modulus. Additionally, environmental and economic comparisons were performed with a standard surface mixture. Results showed increased water resistance, high resistance to permanent deformation, reduced stiffness, lower susceptibility to frequency and temperature variations, and greater flexibility. These findings suggest that adding plastic not only enhances mechanical properties but also reduces costs, offering a sustainable alternative for non-recyclable plastics in road construction.
Ano: 2024
Número Páginas:
9945p.
Autor(es): Antunes, Vítor; Freire, A. C.
Revista: Sustainability
Editor: MDPI
Volume:
22.
Keywords: surface course; recycling; incorporation of plastic; dry method; bituminous mixtures
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Damping models for dynamic analysis of masonry vaults with discrete elements
Discrete element block models provide a suitable tool for the numerical analysis of masonry structures, particularly apt to represent the nonlinear response governed by shearing and separation along the structure
Ano: 2024
Autor(es): Lemos, J. V.
Revista: Int. J. Masonry Research and Innovation
Editor: Inderscience
Volume:
Vol. 9, Nos. 5/6, pp.430
Keywords: masonry
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Deep Neural Network Enhanced Early Warning System for Ports Operations
Downtime of port terminals results in large economic losses and has a major impact on the overallcompetitiveness of ports. EarlyWarning Systems (EWS) are an effective tool to reduce ports
Ano: 2024
Autor(es): Pinheiro, L.; Fortes, C. J. E. M.; Gomes, A.
Editor: IARH EUROPE CONGRESS
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Deterioration Models and Service Life Prediction of Vertical Assets of Urban Water Systems
This study proposes a methodology for developing deterioration models and predicting the service lives of vertical assets of urban water systems (i.e., water storage tanks and pumping stations) using regression analysis. The main factors contributing to the deterioration of these assets are analyzed. Simple and multiple linear regression models of average and maximum deterioration are calculated for 22 water storage tanks and 17 wastewater pumping stations. Data on a set of four water storage tanks are used to validate the developed deterioration models. Service life prediction is carried out using the developed models and considering two maximum deterioration levels: the maximum recommended and admissible deterioration levels. Two water storage tanks are further studied to illustrate and discuss the effect of maintenance and rehabilitation interventions on asset service life by comparing the asset deterioration before and after the interventions.
Ano: 2024
Número Páginas:
19p..
Autor(es): Cabral , M.; Loureiro, D.; Amado, C; Covas, D.
Revista: Water Resources Research
Editor: AGU
Volume:
Volume 60, Issue 4.
Keywords: Urban water systems; Service life prediction; Deterioration models
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Development of a Bayesian network-based early warning system for storm-driven coastal erosion
Coastal hazards such as flooding and erosion can cause large economic and human losses. Under this threat, early warning systems can be very cost-effective solutions for disaster preparation. The goal of this study was to develop, test, and implement an operational coastal erosion early warning system supported by a particular method of machine learning. Thus, the system combines Bayesian Networks, and state-of-the-art numerical models, such as XBeach and SWAN, to predict storm erosion impacts in urbanized areas. This system was developed in two phases. In the development phase, all information required to apply the machine learning method was generated including the definition of hundreds of oceanic synthetic storms, modeling of the erosion caused by these storms, and characterization of the impact levels according to a newly defined eerosion iimpact index. This adimensional index relates the distance from the edge of the dune/beach scarp to buildings and the height of that scarp. Finally, a Bayesian Network that acted as a surrogate of the previously generated information was built. After the training of the network, the conditional probability tables were created. These tables constituted the ground knowledge to make the predictions in the second phase. This methodology was validated (1) by comparing 6-h predictions obtained with the Bayesian Network and with process-based models, the latest considered as the benchmark, and (2) by assessing the predictive skills of the Bayesian Network through the unbiased iterative k-fold cross-validation procedure. Regarding the first comparison, the analysis considered the entire duration of three large storms whose return periods were 10, 16, and 25 years, and it was observed that the Bayesian Network correctly predicted between 64% and 72% of the impacts during the course of the storms, depending on the area analyzed. Importantly, this method was also able to identify when the hazardous conditions disappeared after predicting potential consequences. Regarding the Regarding the second validation approach, second validation approach, the k-fold cross-validation procedure was applied to the peak of a set of varying storms and it demonstrated that the predictive skills were maximized (63%
Ano: 2024
Número Páginas:
1-15pp.
Autor(es): Garzon, J.L.; Ferreira, Ó.; PLOMARITIS, T.A.; Zózimo, A. C.; Fortes, C. J. E. M.; Pinheiro, L.
Revista: Coastal Engineering
Editor: Elsevier
Volume:
Vol 189 (104460).
Keywords: HIDRALERTA; Sandy beaches; Bayesian networks; Numerical modeling; Prediction system
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