DE/NESDE - Comunicações a congressos e artigos de revista: Recent submissions

  • Simulation and measurements of wind interference on a solar chimney performance 
    Neves, L.; Marques da Silva, F. (Elsevier, 2018)
    The solar chimney is a stack-induced ventilation strategy used to improve thermal performance in buildings. Besides operating via a buoyancy-driven airflow, even low velocity winds can affect the chimney functioning in ...
  • Carga aerodinâmica em sombreamentos em cascata 
    Marques da Silva, F.; Morais, P.; Pereira, I.; Bairrão, R.; Morais, J. (APAET, 2017)
    A arquitetura recorre, por vezes, a dispositivos de sombreamento de grandes dimensões, com formas e configurações de montagem cuja resposta à ação do vento carece de caracterização. Este facto condiciona o correto ...
  • Influência do número de sheds e da distância horizontal entre eles no desempenho da ventilação natural 
    Lukiantchuki, M.; Shimomura, A.; Marques da Silva, F.; Caram, R. (ANTAC (Associação Nacional de Tecnologia do Ambiente Construído), 2018-06)
    A ventilação natural é uma eficiente estratégia para o condicionamento térmico passivo de edificações, e muitas vezes o seu potencial está relacionado às decisões em projeto diferentes do modelo convencional. Um exemplo ...
  • Characterization of reinforced timber masonry walls in “Pombalino” buildings with dynamic tests 
    Gonçalves, A.; Guerreiro, L.; Candeias, P.; Ferreira, J.; Campos Costa, A. (Elsevier, 2018-03)
    After the large destruction of Lisbon due to the 1755 earthquake, the city had to be completely rebuilt. The innovative “Pombalino” buildings, named after the Prime Minister Marquis of Pombal, were then developed. This ...
  • Characterization of reinforced timber masonry walls in “Pombalino” buildings with dynamic tests 
    Gonçalves, A.; Guerreiro, L.; Candeias, P.; Ferreira, J.; Campos Costa, A. (Elsevier, 2018-07)
    After the large destruction of Lisbon due to the 1755 earthquake, the city had to be completely rebuilt. The innovative “Pombalino” buildings, named after the Prime Minister Marquis of Pombal, were then developed. This ...
  • Seismic vulnerability assessment of a RC pedestrian crossing 
    Cismasiu, C.; Santos, F.; Perdigão, R.; Bernardo, V.; Candeias, P.; Carvalho, A. M.; Guerreiro, L. (Taylor & Francis, 2018-03)
    The paper addresses the seismic vulnerability assessment of a multispan footbridge, prone to span unseating due to shorter seat lengths. The structure is representative of a series of pedestrian crossings located in the ...
  • Characterization of timber masonry walls with dynamic tests 
    Gonçalves, A.; Candeias, P.; Guerreiro, L.; Ferreira, J.; Campos Costa, A. (Taylor&Francis, 2018-02)
    Timber-framed wall buildings are seen all over Europe, especially in seismic regions, given its adequacy to resist earthquakes. The “Pombalino” buildings, developed after the great 1755 earthquake that destroyed Lisbon, ...
  • Accounting for soil-structure interaction in the seismic design of RC wall structures on shallow foundations 
    Sotiriadis, D.; Sullivan, T. J.; Correia, A.A. (ACHISINA, IAEE, 2017-01)
    The research findings made in recent years now mean that the prospect of accounting for soil-foundation-structure interaction within seismic design is becoming a viable reality. By examining the cyclic response of a ...
  • A fibre-based frame element with explicit consideration of bond-slip effects 
    Sousa, R.; Correia, A.A.; Almeida, J.P.; Pinho, R. (ACHISINA, IAEE, 2017-01)
    Reinforced concrete (RC) frames subjected to seismic loading often depict localized member-end deformations due to strain penetration effects between adjacent members, such as beam-column and column-footing joints. Past ...
  • Double-skin façade thermal monitoring. 
    Marques da Silva, F.; Gomes, M.; Pinto, A.; Pereira, I.; Rodrigues. A. (ISIAQ e IDMEC, 2006-06)
    This paper concerns to the post-occupancy monitoring of a building sited in Lisbon with transparent double-skin façades (DSF). This is the first of an enlarged monitoring program covering other buildings and weather ...
  • Performance evaluation of a reversible flow double skin facade. 
    Marques da Silva, F.; Pereira, I.; Pinto, A.; Gomes, M.; Rodrigues. A. (AIVC, 2008-10)
    Double-skin facade is an architectural/engineering solution developed from the need to increase comfort in buildings with full glazed facades. The actual concept of holistic approaches to the building energy system considers ...
  • Evaluation of a double skin façade performance: results from summer and winter monitoring 
    Marques da Silva, F.; Gomes, M.; Pereira, I.; Pinto, A.; Rodrigues. A. (FINVAC, 2007-06)
    Double Skin Façades are characterized by having at least two membranes between the interior occupied space and the exterior environment, separated by an air gap. They are becoming a possible solution to design new and ...
  • Simulation of indoor pollutant transport from a smoldering fireplace in a common dwelling under VMC. 
    Pereira, I.; Marques da Silva, F. (FINVAC, 2007-06)
    This work presents a case study of a dwelling with a typical VMC installation, consisting on mechanical exhausts sited in service areas (kitchen and bathroom). It was considered the particular situation of an undergoing ...
  • Carga aerodinâmica em sombreamentos em cascata 
    Marques da Silva, F.; Morais, P.; Pereira, I.; Bairrão, R.; Morais, J. (LNEC, 2016-10)
    A arquitetura recorre, por vezes, a dispositivos de sombreamento de grandes dimensões, com formas e configurações de montagem cuja resposta à ação do vento carece de caracterização. Os sombreamentos em cascata, instalados ...
  • Influência das condições geotécnicas locais na ação sísmica. 
    Costa, A.; Campos Costa, A.; Oliveira, C.S. (Sociedade Portuguesa de Geotecnia, 1989-03)
    Pretende-se com este trabalho mostrar a influência das condições geotécnicas locais da definição da ação sísmica a usar num determinado local. Par ao efeito é usado um modelo de comportamento histerético do solo em termos ...
  • Nonlinear torsional design of R/C buildings under bi-directional seismic actions. 
    Campos Costa, A. (The Kucherenko Tsniisk of the USSR Gosstroy, 1990-09)
    The objective of this paper is to characterize the earthquake behaviour of asymmetric buildings, with the purpose of assessing values of the behaviour coefficients and associated probabilities of failure. Buildings with a ...
  • Earthquake behaviour of 4 storeys reinforced concrete frame structures infilled with brick masonry panels. 
    Campos Costa, A.; Duarte, R.T. (The Kucherenko Tsniisk of the USSR Gosstroy, 1990-09)
    This report analyses the influence of masonry infills in the earthquake behaviour of buildings with a reinforced concrete frame structure, four storeys high and a plan dimension of 20x15m2. Nonlinear analysis are performed ...
  • Definition and quantification of behaviour coefficients based on structural reliability concepts. 
    Duarte, R.T.; Costa, A.; Campos Costa, A. (The Kucherenko Tsniisk of the USSR Gosstroy, 1990-09)
    A methodology for the definition and quantification of behaviour coefficients to be used in the earthquake design of structure is presented. These coefficients are defined for specific design methods and are quantified by ...
  • Ação do vento em estruturas em casca com três apoios 
    Teixeira, M.; Gomes, M.; Marques da Silva, F. (APAET, 2016-10)
    As estruturas em casca de formas livres ultrafinas são caracterizadas por terem capacidade portante decorrente da sua própria forma. Estas estruturas em casca, ao serem construídas em betão de ultra-elevado desempenho, ...
  • Ação do vento em sombreamentos em cascata 
    Marques da Silva, F.; Gil de Morais, P.; Pereira, I.; Bairrão, R.; Morais, J. (LNEC, 2016-10)
    A arquitetura recorre, por vezes, a dispositivos de sombreamento de grandes dimensões, com formas e configurações de montagem cuja resposta à ação do vento carece de caracterização. Os sombreamentos em cascata, instalados ...

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