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Détail de l'auteur
Auteur T. Stathopoulos
Documents disponibles écrits par cet auteur
Affiner la rechercheNumerical study on the existence of the venturi effect in passages between perpendicular buildings / B. Blocken in Journal of engineering mechanics, Vol. 134 n°12 (Décembre 2008)
[article]
in Journal of engineering mechanics > Vol. 134 n°12 (Décembre 2008) . - pp.1021–1028.
Titre : Numerical study on the existence of the venturi effect in passages between perpendicular buildings Type de document : texte imprimé Auteurs : B. Blocken, Auteur ; P. Moonen, Auteur ; T. Stathopoulos, Auteur Année de publication : 2009 Article en page(s) : pp.1021–1028. Note générale : Mécanique appliquée Langues : Anglais (eng) Mots-clés : Buildings Computer aided simulation Wind speed Validation Boundary layer flow Fluid dynamics Turbulence Acceleration Pedestrians Résumé : The Venturi effect refers to the increase in fluid speed due to a decrease of the flow section in confined flows. The wind speed conditions in converging and diverging passages between perpendicular buildings are studied with computational fluid dynamics to investigate the extent to which the so-called Venturi effect is present in the passages. Model validation is performed by comparing the numerical results with wind tunnel measurements. The validated model is employed for a detailed investigation of the wind speed and the flow rate in the passages for a wide range of passage widths. The simulations show an increase in wind speed near ground level, but a decrease of horizontal wind speed in the upper part of the converging passages. The reason is the wind-blocking effect, which causes a large part of the oncoming wind to flow over and around the buildings, rather than being forced through the passage. Due to this effect, the flow rates through the converging passages are consistently lower than the free-field flow rate, implying that the term Venturi effect is less applicable for such building configurations. ISSN : 0733-9399 En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%290733-9399%282008%29134%3A12%281 [...] [article] Numerical study on the existence of the venturi effect in passages between perpendicular buildings [texte imprimé] / B. Blocken, Auteur ; P. Moonen, Auteur ; T. Stathopoulos, Auteur . - 2009 . - pp.1021–1028.
Mécanique appliquée
Langues : Anglais (eng)
in Journal of engineering mechanics > Vol. 134 n°12 (Décembre 2008) . - pp.1021–1028.
Mots-clés : Buildings Computer aided simulation Wind speed Validation Boundary layer flow Fluid dynamics Turbulence Acceleration Pedestrians Résumé : The Venturi effect refers to the increase in fluid speed due to a decrease of the flow section in confined flows. The wind speed conditions in converging and diverging passages between perpendicular buildings are studied with computational fluid dynamics to investigate the extent to which the so-called Venturi effect is present in the passages. Model validation is performed by comparing the numerical results with wind tunnel measurements. The validated model is employed for a detailed investigation of the wind speed and the flow rate in the passages for a wide range of passage widths. The simulations show an increase in wind speed near ground level, but a decrease of horizontal wind speed in the upper part of the converging passages. The reason is the wind-blocking effect, which causes a large part of the oncoming wind to flow over and around the buildings, rather than being forced through the passage. Due to this effect, the flow rates through the converging passages are consistently lower than the free-field flow rate, implying that the term Venturi effect is less applicable for such building configurations. ISSN : 0733-9399 En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%290733-9399%282008%29134%3A12%281 [...] Wind - induced internal pressures in buildings with large façade openings / P. Karava in Journal of engineering mechanics, Vol. 138 N° 4 (Avril 2012)
[article]
in Journal of engineering mechanics > Vol. 138 N° 4 (Avril 2012) . - pp.358-370
Titre : Wind - induced internal pressures in buildings with large façade openings Type de document : texte imprimé Auteurs : P. Karava, Auteur ; T. Stathopoulos, Auteur Année de publication : 2012 Article en page(s) : pp.358-370 Note générale : Mécanique appliquée Langues : Anglais (eng) Mots-clés : Internal pressure Wind loads Buildings Aerodynamics Résumé : The paper presents the results of a study that investigated the effects of wall porosity, inlet-to-outlet-ratio, opening location, and blockage on internal pressure in buildings with large façade openings located on opposite or adjacent walls considering data from simultaneous measurements on multiple internal pressure taps. The study found that the internal airflow field has a significant effect on mean and peak values of internal pressure, which is not uniform for configurations with wall porosity higher than 10% and openings located on adjacent walls. Peak internal pressure coefficients were found to exceed (1) the recommended ASCE 7-10 value for all configurations tested with inlets located above the midheight of the building and particularly those with inlet-to-outlet-ratios equal to 1 and (2) the recommended design value for building category 3 for configurations with openings located above the midheight of the building, leeward wall outlets, and inlet-to-outlet-ratios greater than 2. ISSN : 0733-9399 En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29EM.1943-7889.0000296 [article] Wind - induced internal pressures in buildings with large façade openings [texte imprimé] / P. Karava, Auteur ; T. Stathopoulos, Auteur . - 2012 . - pp.358-370.
Mécanique appliquée
Langues : Anglais (eng)
in Journal of engineering mechanics > Vol. 138 N° 4 (Avril 2012) . - pp.358-370
Mots-clés : Internal pressure Wind loads Buildings Aerodynamics Résumé : The paper presents the results of a study that investigated the effects of wall porosity, inlet-to-outlet-ratio, opening location, and blockage on internal pressure in buildings with large façade openings located on opposite or adjacent walls considering data from simultaneous measurements on multiple internal pressure taps. The study found that the internal airflow field has a significant effect on mean and peak values of internal pressure, which is not uniform for configurations with wall porosity higher than 10% and openings located on adjacent walls. Peak internal pressure coefficients were found to exceed (1) the recommended ASCE 7-10 value for all configurations tested with inlets located above the midheight of the building and particularly those with inlet-to-outlet-ratios equal to 1 and (2) the recommended design value for building category 3 for configurations with openings located above the midheight of the building, leeward wall outlets, and inlet-to-outlet-ratios greater than 2. ISSN : 0733-9399 En ligne : http://ascelibrary.org/doi/abs/10.1061/%28ASCE%29EM.1943-7889.0000296