Artigos de Revista
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Caminhar como contributo metodológico do cocriar a cidade
A reflexão discute e propõe uma abordagem do ato de caminhar como método integrado e interdisciplinar para captar a experiência territorial das pessoas e, no campo do urbanismo, perspetivar a cidade. Atenta aos amplos benefícios do uso caminhado da cidade, às virtualidades do incrementar espaços caminháveis, ao caminhar como ato de resistência e assimilação estético-sensorial da cidade, o objetivo aqui é, todavia, abordar o caminhar como recurso metodológico de apreensão compreensiva, cocriativa e mais responsiva da cidade. A acuidade do caminhar advém aqui, por um lado, de um percurso etnográfico de investigação que, por outro lado, tem colaborado para insinuar sobre o interesse de uma maior ingerência didático-pedagógico que, em defesa de que se caminhe mais antes de intervir na cidade, assuma efetivamente o caminhar como um potencial método cocriativo do captar e fazer o espaço urbano.
Ano: 2019
Número Páginas:
12-19pp.
Autor(es): Menezes, M.
Revista: CES Contexto
Editor: CES-Centro de Estudos Sociais/UC-Univesidade de Coimbra
Volume:
24.
Keywords: Cocriação; Rua; Cidade; Urbanismo; Etnografia; Método; Caminhar
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CFD simulation of the aerodynamic sealing of plane jets
Abstract: Controlling air quality is of the utmost importance within today's buildings. Vertical air curtains are often used to separate two different climatic zones in order to reduce heat transfer. This research work proposes an air curtain aimed to ensure a proper separation between two zones, a clean one and a contaminated one, which is to be used together with an air extraction from the ?contaminated? compartment. A CFD parametric study was carried out in order to assess the optimal parameters for achieving the aerodynamic sealing of the air curtain. The software OpenFOAM was used to carry out the simulations. This paper presents the numerical validation of the computational fluid dynamics model for contaminant control applications and the final simulation results. Furthermore, it refers to the test results obtained in the framework of previous research, which were obtained in both small scale and full size testing, and demonstrates that the simulation results are coherent with the experiments. This research work shows that, when properly implemented, the air curtains provide the adequate aerodynamic sealing to maintain the air contaminants within the ?contaminated? compartment. The appropriate performance can be obtained for nozzle speeds as low as 1 m/s and for a nozzle thickness of 10 mm. The best performance is obtained when the extraction flowrate of the ?contaminated? compartment corresponds to the total flowrate entrained by the air curtain from the ?non-contaminated? side.
Ano: 2019
Número Páginas:
31-53pp.
Autor(es): Dias, J.; Gogotsi, O.; Viegas, J.
Revista: IOSR Journal of Engineering (IOSRJEN)
Editor: IOSR Journal of Engineering (IOSRJEN)
Volume:
Vol. 09, Issue 3.
Keywords: OpenFOAM; Air curtain; Contaminant control; Plane jets
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Combining embodied and operational energy in buildings refurbishment assessment
Buildings
Ano: 2019
Número Páginas:
13p.
Autor(es): Mourão, J.; Gomes, R.; Matias, L.; Niza, S.
Revista: Energy & Buildings
Editor: Elsevier
Volume:
197 (2019).
Keywords: Operational embodied; Buildings
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Comparative study of the effect of long-term ageing on the behaviour of bitumen and mastics with mineral fillers
This study aims to evaluate the effect of mineral fillers on bitumen ageing. Two different bitumens and four mastics were investigated in the unaged and long-term aged states, based on different properties (consistency, rheology, fatigue resistance and ductility). Mastics stiffened less due to ageing treatment than bitumens, especially with granite filler. However, the results of the performance tests were not definitive regarding the effect of the filler. Aged bitumen showed greater fatigue resistance and higher specific energy of ductile fracture than unaged bitumen, whereas the mastics showed minor variations in the specific energy of ductile fracture with ageing treatment, which is indicative of less ageing, but the fatigue resistance decreased significantly in mastics with one of the bitumens.
Ano: 2019
Número Páginas:
76-89pp.
Autor(es): Carl, C.; Lopes, P.; Sá-da-Costa, M.; Canon Fallaa, G.; Leischner, S.; Micaelo, R.
Revista: Construction and Building Materials
Editor: Elsevier
Volume:
225.
Keywords: Ductility fracture; Fatigue testing; Rheological properties; Ageing; Filler-bitumen interaction; Bituminous mastic
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Damage progression in rubble-mound breakwaters scale model tests, under a climate change storm sequence
This paper describes the two-dimensional (2D) physical model tests of a rock armor breakwater, performed at LNEC´s experimental facilities, under the framework of the HYDRALAB+ project. The aim of the present work was to evaluate damage evolution under future climate change scenarios, by using different damage evaluation techniques. The tested wave conditions simulated a storm sequence where two water levels (low water and high water) were considered, as well as an increase of the wave height. The water levels and the wave heights were chosen to simulate extreme events forecasted on climate change scenarios. Damage evaluation was based on the traditional counting method and on stereo-photogrammetric techniques. Test results are presented in terms of the damage parameter S and in terms of the percentage of removed armor units. The analysis is focused on the damage progression during the scale model tests, for the imposed storm sequence. The damage presents an oscillating behavior with two main damage areas corresponding to the active zones for each level, due to the variation of the water level between low-water and high-water. This behavior differs significantly from that found for the common storm sequences usually tested, where the water level does not change. Both measuring techniques lead to an intermediate damage of the cross-section breakwater. However, the damage parameter assessment with the stereo-photogrammetric technique allows a more versatile evaluation, since it is possible to characterize damage in representative zones of the cross-section
Ano: 2019
Autor(es): Fortes, C. J. E. M.; Lemos, R.; Mendonça, A. C.; Reis, M. T. L. G. V.
Revista: Journal of Research on Engineering Structures and Materials (RESM)
Editor: MIM Research Group
Volume:
Vol. 5 Iss. 4.
Keywords: Stereo-photogrammetric techniques; Climate change; Rubble-mound breakwaters; Damage progression
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Debris of greatness - research on the remains of 16th century Portuguese azulejo panels at Igreja da Graça in Lisbon
In the interior of Igreja de São Roque (Saint Roch Church) in Lisbon, on both sides of the nave near the entrance, a close inspection of the tile linings promptly reveals a potpourri of azulejos hastily intermixed with the otherwise orderly panels bought from Seville in the late 16th century. Presumably this is, at least partially, a consequence of the 1755 earthquake that brought down a part of the façade of the church, certainly affecting the azulejo panels in the surrounding area. Some of these azulejos are obviously connected with the Seville panels but others are very different. In this paper, we present the results of a first study concerning those odd dispersed azulejos on the walls of the lower nave of São Roque and discuss their origin, significance and chronology.
Ano: 2019
Número Páginas:
73-90 pp.
Autor(es): Mimoso, J.; Pais, A.; Morna, T.; Simões, J.; Esteves, L.; Morais Pereira, S.; Antunes, M.; Cardoso, A.; Candeias, A.
Revista: Studies in Heritage Glazed Ceramics
Editor: LNEC
Volume:
2.
Keywords: analytical study of majolica; Hans Goos; João de Góis; Portuguese azulejos; Igreja de São Roque in Lisbon; Renaissance majolica
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Demand scenario planning approach in water distribution systems of Portugal using regression techniques
This paper aims to develop and apply an approach for short-, medium- and long-term scenario planning. Construction of water demand scenarios is of the utmost importance for planning, design and operation of distribution systems, providing useful information to promote more efficient use of water resources. The proposed approach offers a new perspective for water utilities to obtain coherent and plausible descriptive scenarios as well as realistic water demand projections. This approach was applied to network sectors in existing water distributions systems, using extensive network flow data. Descriptive scenarios for water demand, considering trends and the uncertainties of the future, were obtained, together with improved Multiple Linear Regression (MLR) models, with the inclusion of the key variable temperature and by using historical billed consumption, socio-demographic and infrastructure data. In addition, water demand projections for short- and long-term periods were obtained through the inclusion of future trends in the MLR models. Results from MLR models show enhanced empirical relations between water demand variables and water consumption key factors. This approach was validated using different distribution systems and the results have demonstrated the efficiency of the developed models for the projection of water demand.
Ano: 2019
Número Páginas:
394-411 pp..
Autor(es): Cabral , M.; Mamade, A.; Loureiro, D.; Amado, C; Covas, D.
Revista: Water Policy
Editor: IWA Publishing
Volume:
Volume 21, nº2.
Keywords: Water distribution systems; Water demand scenarios; Scenario planning; Multiple linear regression models; Demand projections
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Development of a Multi Criteria Decision Analysis Model for Pavement Maintenance at the Network Level: Application of the MACBETH Approach
This paper proposes the application of the MACBETH approach for the development ofa multi criteria value model to enable the prioritization of maintenance and rehabilitationinterventions in the pavements of road networks according to technical, economic,and social aspects. A case-study design considering the Portuguese network wasundertaken to illustrate the proposed approach. Using an interactive structuring processdeveloped with the decision-maker, a set of five evaluation criteria related to maintenancecosts, traffic, pavement condition, safety, and social equity were defined. The MACBETHapproach was then used to build value functions and establish relative weightsfor the criteria. An application of the resulting model was made to a portfolio ofpossible intervention projects, prioritizing them according to the principle of benefit/costmaximization. The case-study demonstrated the application of the MACBETH approachand its suitability to solve the decision-making problem, thus proving the usefulness ofthis approach for road agencies with pavement management responsibilities.
Ano: 2019
Número Páginas:
1-10pp.
Autor(es): Marcelino, P.; Antunes, M. L.; Fortunato, E.
Revista: Frontiers in Built Environment
Editor: Frontiers
Volume:
5.
Keywords: Pavement management system (PMS); Decision-making; Maintenance & rehabilitation; Road & highways; Prioritization algorithm; MACBETH; Multi criteria decision analysis
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Discrete element modeling of the seismic behavior of masonry construction
Discrete element models are a powerful tool for the analysis of masonry, given theirability to represent the discontinuous nature of these structures, and to simulate the most commondeformation and failure modes. In particular, discrete elements allow the assessment of the seismicbehavior of masonry construction, using either pushover analysis or time domain dynamic analysis.The fundamental concepts of discrete elements are concisely presented, stressing the issues relatedto masonry modeling. Methods for generation of block models are discussed, with some examplesfor the case of irregular stone masonry walls. A discrete element analysis of a shaking table testperformed on a traditional stone masonry house is discussed, as a demonstration of the capabilitiesof these models. Practical application issues are examined, namely the computational requirementsfor dynamic analysis.
Ano: 2019
Autor(es): Lemos, J. V.
Revista: Buildings
Editor: MDPI
Volume:
2019, 9, 43.
Keywords: Masonry; DEM
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Dynamic behaviour of ancient freestanding multi-drum and monolithic columns subjected to horizontal and vertical excitations
Earthquakes represent one of the major threats to cultural heritage monuments, such as classical ancient columns.Understanding the behaviour and dynamic response of such historic structures is useful for the assessmentof the conservation and rehabilitation techniques to be used for their preservation. The behaviour of ancientmulti-drum and monolithic columns subjected to dynamic loads is characterized by highly nonlinearity sinceboth rocking and sliding phenomena can occur. Analytical studies of multi-drum columns subjected to dynamicload is extremely complicated, if not impossible to perform. Nowadays, computational methods of analysis canbe used to represent their dynamic response. Using a software based on the Discrete Element Method (DEM) ofanalysis, a typical ancient multi-drum and an equivalent in dimensions monolithic columns subjected to horizontaland combined horizontal and vertical harmonic excitations were modelled to identify the main factorsaffecting their stability. Different acceleration amplitude and frequency input records were applied and their rolein the collapse/deformation mechanism was investigated. From the results analyses it was shown that novelstructural analysis tools that extend traditional methods of structural assessment could allow engineers to understandthe mechanisms that have allowed the surviving structures to avoid structural collapse and destructionduring strong earthquakes.
Ano: 2019
Número Páginas:
39-57pp.
Autor(es): Sarhosis, V.; Lemos, J. V.; Milani, G.
Editor: Elsevier
Volume:
120(2019).
Keywords: DEM; Masonry
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