Ponencias (Estructuras de Edificación e Ingeniería del Terreno)
Recent Submissions
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Seismic testing of large scale structures with dissipator devices
(2013-09)Seismic testing of large-size models is nowadays possible thanks to the pseudodynamic (PsD) method, which resembles a ...
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A masonry catalogue for the Groningen region
(2018-06)Human induced seismicity has become an uprising problem in the Groningen region of The Netherlands, in which the vast ...
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Generación de datos geoespaciales y digitalización del inventario para la conservación del patrimonio industrial de Córdoba
(Consejo para la Edificación Sostenible de España, 2022)La presente contribución aborda la gestión y conservación del patrimonio cultural desde la vertiente de la digitalización. ...
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Mechanical properties of scrap tyre derived-aggregates: standard and modified proctor tests
(2020)Los materiales granulados producto de la trituración de los neumáticos fuera de uso (NFU's) presentan en general grandes ...
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Repair of the Church of La Purísima Concepción of Huelva (Spain) with Jet Grouting, for damages caused by the construction of diaphragm walls in its proximity
(Missouri University of Science and Technology, 2004-04)The Church of La Purísima Concepcion, raised in 1515 as the second parish of Huelva (Spain) has been affected by diverse ...
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Con el barro hasta las rodillas: investigación aplicada del metro de Sevilla
(Universitat Politècnica de Catalunya. Escola Tècnica Superior d'Arquitectura del Vallès, 2006-09) -
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Prediction and performance for seasonal swelling shrinkage of buildings on expansive clay
(1985)The seasonal movements of buildings and swelling-shrinking soil profile have been measured from 1976.
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Stress-strain paths in the collapse-swelling-shrinkage of soils in situ
(1987)The volume change of partly saturated soils is strongly path-dependent. A comparative study of laboratory and in situ stress-strain paths allows to choose the appropriate calculation stress-paths.
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A Finite Element Method to Design and Calculate Pier Foundations in Expansive-collapsing Soils
(1984)A three-dimensional finite element method has been devised to calculate the movements and stresses of a pier foundation ...
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Damaged houses on pile foundation in expansive soil
(1987)A group of 176 residential houses, on soil probably expansive and pile foundation, has suffered damage in brick walls and partitions.
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The influence of stress path in the collapse swelling of soils at the laboratory
(1984)The influence of stress-path in the collapse-swelling of soils has been thoroughly studied at the laboratory. The final ...
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Soil-structure interaction in buildings wiht pier foundation on expansive soil
(1987)Five buildings with pier foundation on expansive clay have suffered slight structural and non-structural damage, but the ...
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Un método de elementos finitos para el proyecto y cálculo de cimentaciones por pozos sobre suelos durante la expansión, retracción o colapso
(1985)En un estudio económico realizados en los Estados Unidos se ha demostrado que las arcillas expansivas han ocasionado más ...
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Foundation-structure interaction of a group of building wiht pile foundation on expansive soil
(Presses de l'Ecole Nationale des Ponts et Chaussées, 1987)A group of 176 residential houses, on a soil probably expansive, has suffered damage in brick walls and partitions. A ...
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El conocimiento científico de la construcción a través de las revistas técnicas: Informes de la construcción 1948–2008
(Instituto Juan de Herrera, 2009) -
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Características de los muros antiguos de Sevilla
(Instituto Juan de Herrera, CEHOPU, Universidad de Sevilla, 2000) -
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Cimentaciones y construcciones en arcillas expansivas: de la Itálica romana al PP.l de Santiponce (Sevilla)
(Instituto Juan de Herrera, CEHOPU, Universidad de Sevilla, 2000-10) -
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Identificación de daño en estructuras históricas mediante análisis modal operacional (OMA)
(2016-05)Es frecuente que las estructuras, una vez realizadas, muestren diferencias, respecto de su concepción original que, en ...
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Estrategias de diseño para garantizar un adecuado nivel de confort en pasarelas peatonales
(2016-05-20)Es frecuente que las estructuras, una vez realizadas, muestren diferencias, respecto de su concepción original que, en ...
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Fallas activas y sismicidad en las partes altas de la ciudad de Granada: comportamiento dinámico de la Formación Alhambra
(2011-05)En este trabajo se caracteriza el comportamiento dinámico de la Formación Alhambra mediante un análisis de estabilidad del ...