Now showing items 1-8 of 8

  • Análisis de la seguridad estructural de los acueductos de Coll de Foix y Capdevila del Canal de Aragón y Cataluña 

    Fuente Antequera, Albert de la; Alegre Heitzmann, Vicente; Blanco Álvarez, Ana; Cavero Irure, Teresa; Quintilla Blanco, Roberto (Universidad de Cantabria, 2018)
    Conference report
    Restricted access - publisher's policy
    El Canal de Aragón y Cataluña (CAyC) es una infraestructura singular que actualmente irriga unas 105.000 ha (131 comunidades de regantes), siendo éste propiedad de la Confederación Hidrográfica del Ebro. Su recorrido empieza ...
  • Compressive testing of an early 20th century brick masonry pillar 

    Drougkas, Anastasios; Molins i Borrell, Climent; Roca Fabregat, Pedro; Alegre Heitzmann, Vicente (2016-06)
    Article
    Open Access
    An experimental campaign involving the compressive testing of a brick masonry pillar extracted from a historical building is presented in this paper. The test procedure and the instrumentation are designed in order to ...
  • Estudio de las cubetas de asientos producidas por la tunelación y simulación de la respuesta estructural de edificios afectados 

    Camós Andreu, Carles; Arnau Delgado, Oriol; Molins i Borrell, Climent; Alegre Heitzmann, Vicente (Asociacion Científica del Hormigón Estructural (ACHE), 2011)
    Conference report
    Restricted access - publisher's policy
    En el presente estudio se ha modelizado el comportamiento estructural de unos edificios afectados por los asientos producidos por la tunelación. Los valores reales de los asientos se comparan con los predichos mediante ...
  • Investigation of the masonry pillars of a modernist building of Hospital de sant Pau, Barcelona 

    Drougkas, Anastasios; Roca Fabregat, Pedro; Molins i Borrell, Climent; Alegre Heitzmann, Vicente (2014)
    Conference report
    Restricted access - publisher's policy
    The methodology employed and the results obtained from an experimental campaign to determine the compressive strength of a masonry pillar extracted from an early 20th century building are presented. The samples of the ...
  • Masonry material characterization methodology for micro-modeling 

    Drougkas, Anastasios; Roca Fabregat, Pedro; Molins i Borrell, Climent; Alegre Heitzmann, Vicente (Universidade do Minho, 2014)
    Conference report
    Restricted access - publisher's policy
    Numerical and analytical micro-modeling of masonry structures requires knowledge of several elasticity and strength parameters of the constituent materials of the composite. Furthermore, when dealing with specimens produced ...
  • Preventive intervention in a group of building located in the histotic centre of Manresa (Barcelona) 

    Díaz Gómez, César; Cornadó Bardón, Còssima; Griera Cura, Antoni; Caselles Magallón, Josep Oriol; Alegre Heitzmann, Vicente; Santamaria Garcia, Pere (2014-11-10)
    Article
    Open Access
    The preservation of old downtowns has become a necessity of growing interest. New urban policies have been approved in different countries in order to revive the old city centers and make them economically sustainable. In ...
  • Service-life assessment of existing precast concrete structure exposed to severe marine conditions 

    Segura Pérez, Ignacio; Pialarissi Cavalaro, Sergio Henrique; Fuente Antequera, Albert de la; Aguado de Cea, Antonio; Alegre Heitzmann, Vicente (2016-06)
    Article
    Open Access
    The overall performance of a concrete structure is considered to be a key issue when determining its service life. The widespread use of precast concrete and consideration of durability as a design parameter in most of the ...
  • Simulación de los daños estructurales producidos por la tunelación en estructuras de obra de fábrica 

    Arnau Delgado, Oriol; Molins i Borrell, Climent; Barbosa, Bruno; Alegre Heitzmann, Vicente (Asociacion Científica del Hormigón Estructural (ACHE), 2011)
    Conference report
    Restricted access - publisher's policy
    La perforación de túneles genera subsidencias en el terreno que pueden causar daños en los edificios existente en superficie debido a los asientos diferenciales. Los edificios cuya estructura portante está formada por ...