000150214 001__ 150214
000150214 005__ 20250131163450.0
000150214 0247_ $$2doi$$a10.1016/j.buildenv.2013.09.001
000150214 0248_ $$2sideral$$a83250
000150214 037__ $$aART-2013-83250
000150214 041__ $$aeng
000150214 100__ $$0(orcid)0000-0003-4278-6622$$aPérez-Bella,J. M.$$uUniversidad de Zaragoza
000150214 245__ $$aGlobal analysis of building façade exposure to water penetration in Chile
000150214 260__ $$c2013
000150214 5060_ $$aAccess copy available to the general public$$fUnrestricted
000150214 5203_ $$aIn this study, the exposure of building façades in Chile to wind-driven rain and driving rain wind pressure was analysed. Daily climatic data from 29 weather stations throughout Chile were used to determine these exposures in scalar terms and are presented in exposure maps. These values were used to estimate the risk index for water penetration at each location and to determine the relationships between the different exposure indices calculated from the daily, monthly, and annual data. Finally, the directional characterisations of these exposures were determined with an alternative method that was based on climatic data from the Chilean stations. This method was used to quantify the exposure of façades oriented in any direction in 6 cities that represent the country's climate: Santiago, Concepción, La Serena, Temuco, Antofagasta, and Puerto Montt. In general, the exposure of façades to water penetration progressively increases from north to south. However, this pattern is affected by the topography of each location, especially in the capital and southern regions. Valdivia, which is located in the centre, and Balmaceda, which is located in the south, showed the greatest risk of water penetration in Chilean façades.
000150214 536__ $$9info:eu-repo/grantAgreement/ES/MINECO-FEDER/BIA2012-31609
000150214 540__ $$9info:eu-repo/semantics/openAccess$$aby-nc-nd$$uhttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
000150214 590__ $$a2.7$$b2013
000150214 591__ $$aCONSTRUCTION & BUILDING TECHNOLOGY$$b5 / 58 = 0.086$$c2013$$dQ1$$eT1
000150214 591__ $$aENGINEERING, CIVIL$$b5 / 124 = 0.04$$c2013$$dQ1$$eT1
000150214 591__ $$aENGINEERING, ENVIRONMENTAL$$b15 / 46 = 0.326$$c2013$$dQ2$$eT1
000150214 655_4 $$ainfo:eu-repo/semantics/article$$vinfo:eu-repo/semantics/acceptedVersion
000150214 700__ $$0(orcid)0000-0002-3776-9791$$aDomínguez-Hernández,J.$$uUniversidad de Zaragoza
000150214 700__ $$0(orcid)0000-0001-5137-2478$$aCano-Suñén,E.$$uUniversidad de Zaragoza
000150214 700__ $$adel Coz-Díaz,J. J.
000150214 700__ $$aAlonso-Martínez,M.
000150214 7102_ $$15004$$2510$$aUniversidad de Zaragoza$$bDpto. Ingeniería Mecánica$$cArea Ingeniería Construcción
000150214 773__ $$g70 (2013), 284-297$$pBuild. environ.$$tBuilding and Environment$$x0360-1323
000150214 8564_ $$s2007102$$uhttps://zaguan.unizar.es/record/150214/files/texto_completo.pdf$$yPostprint
000150214 8564_ $$s1503443$$uhttps://zaguan.unizar.es/record/150214/files/texto_completo.jpg?subformat=icon$$xicon$$yPostprint
000150214 909CO $$ooai:zaguan.unizar.es:150214$$particulos$$pdriver
000150214 951__ $$a2025-01-31-16:01:44
000150214 980__ $$aARTICLE