Anàlisi i tecnologia d'estructures i materials

http://futur.upc.edu/ATEM

Enviaments recents

  • Flexural response of multi-stiffened aluminium beams in dock platforms 

    Chacón Flores, Rolando Antonio; Mirambell Arrizabalaga, Enrique; Arrayago Luquin, Itsaso (2017-11)
    Article
    Accés restringit per política de l'editorial
    In this paper, the flexural response of extruded wrought aluminium girders is presented. This structural element is intended for usage in marine structures such as light docks, marinas and yacht ports. Ease of use, durability, ...
  • Full slenderness range DSM approach for stainless steel hollow cross-section columns and beam-columns 

    Arrayago Luquin, Itsaso; Rasmussen, Kim J.R.; Real Saladrigas, Esther (2017-11)
    Article
    Accés restringit per política de l'editorial
    The behaviour of austenitic, ferritic and duplex stainless steel Rectangular and Square Hollow Section members subjected to compression and combined loading is investigated in this paper. A full slenderness range Direct ...
  • Influence of dust and oil accumulation on effectiveness of photocatalytic concrete surfaces 

    Etxeberria Larrañaga, Miren; Ming-Zhi, Guo; Maury-Ramirez, Anibal; Poon, Chi-Sun (2017-09)
    Article
    Accés obert
    The day-to-day negative effect of contaminating substances on the NOx removal effectiveness of photocatalytic surfaces and their recovery capacity after undergoing cleansing is of real academic and practical interest. This ...
  • Analysis of the performance in the linear field of Equivalent-Frame Models for regular and irregular masonry walls 

    Siano, Rossella; Sepe, Vincenzo; Camata, Guido; Spacone, Enrico; Roca Fabregat, Pedro; Pelà, Luca (2017-08)
    Article
    Accés restringit per política de l'editorial
    The Equivalent-Frame Method (EFM), a simplified procedure for structural modelling of masonry constructions, is having a great success for the good balance that it allows between the accuracy of the geometrical description ...
  • Micro-scale continuous and discrete numerical models for nonlinear analysis of masonry shear walls 

    Petracca, Massimo; Pelà, Luca; Rossi, Riccardo; Zaghi, Stefano; Camata, Guido; Spacone, Enrico (2017-09)
    Article
    Accés restringit per política de l'editorial
    A novel damage mechanics-based continuous micro-model for the analysis of masonry-walls is presented and compared with other two well-known discrete micro-models. The discrete micro-models discretize masonry micro-structure ...
  • Design proposal for ultimate shear strength of tapered steel plate girders 

    Bedynek, Agnieszka; Real Saladrigas, Esther; Mirambell Arrizabalaga, Enrique (Consejo Superior de Investigaciones Científicas (CSIC), 2017-01)
    Article
    Accés obert
    Numerous experimental and numerical studies on prismatic plate girders subjected to shear can be found in the literature. However, the real structures are frequently designed as non-uniform structural elements. The main ...
  • Analytical modeling of reinforced concrete columns subjected to bidirectional shear 

    Osorio Bustamante, Edison; Bairán García, Jesús Miguel; Marí Bernat, Antonio Ricardo (2017-05-01)
    Article
    Accés restringit per política de l'editorial
    Under general seismic loading, reinforced concrete columns may be subjected to lateral loads in more than one direction. Available experimental data on columns subjected to bidirectional forces indicate that higher levels ...
  • Open-source digital technologies for low-cost monitoring of historical constructions 

    Basto, Camilo; Pelà, Luca; Chacón Flores, Rolando Antonio (2017-05)
    Article
    Accés restringit per política de l'editorial
    This paper shows new possibilities of using novel, open-source, low-cost platforms for the structural health monitoring of heritage structures. The objective of the study is to present an assessment of increasingly available ...
  • Designing experiments using digital fabrication in structural dynamics 

    Chacón Flores, Rolando Antonio; Oller Martínez, Sergio Horacio (2017-07)
    Article
    Accés obert
    In engineering, traditional approaches aimed at teaching concepts of dynamics to engineering students include the study of a dense yet sequential theoretical development of proofs and exercises. Structural dynamics are ...
  • Spar concrete monolithic design for offshore wind turbines 

    Campos Hortigüela, Alexis; Molins i Borrell, Climent; Gironella Cobos, Xavier; Trubat Casal, Pau (2016-06)
    Article
    Accés restringit per política de l'editorial
    Significant research efforts are now being directed at floating offshore wind turbines. The main challenge posed by floating wind turbines is the high construction and installation costs of the substructure, which make it ...

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