• A non-linear coupled model for the analysis of reinforced concrete sections under bending, shear, torsion and axial forces 

      Bairán García, Jesús Miguel (Universitat Politècnica de Catalunya, 2005-12-15)
      Tesi
      Accés obert
      La mayoría de las estructuras de hormigón armado se someten a solicitaciones combinadas de esfuerzos axiles, flexión, cortante y torsión. La fisuración del hormigón, plastificación de las armaduras y otros efectos no-lineales ...
    • Dimensionado sísmico de estructuras porticadas de hormigón armado con base en la respuesta no lineal 

      Vielma Pérez, Juan Carlos; Barbat Barbat, Horia Alejandro; Oller Martínez, Sergio Horacio (Copicentro, 2011)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      Nowadays, the seismic-resistant structural design is conducted using a set of code prescriptions that allows to reach a consistent behavior. Analysis procedures are carried out considering elastic behavior, applying behavior ...
    • Non linear reticular models for unreinforced and reinforced masonry analyses 

      Benedetti, Andrea; Pelà, Luca; Ramalho, Marcio (International Masonry Society, 2010)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      Assessing the collapse load for complex masonry structures, such as historic monuments, is a very hard task and looking for a reliable and suitable procedure considering all the available numerical techniques is still ...
    • The Quadrants Method: a procedure to evaluate the seismic performance of existing buildings 

      Vielma Pérez, Juan Carlos; Martínez, Y; Barbat Barbat, Horia Alejandro; Oller Martínez, Sergio Horacio (2012)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      In this work a new simple procedure for the evaluation of the seismic performance is formulated. It combines the results of non-linear static analysis with a specific Limit State defined by inter-storey drift-based damage ...