Search Results - "Ciampi, V"

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  1. 1

    Mixed formulation of nonlinear beam finite element by Spacone, E., Ciampi, V., Filippou, F.C.

    Published in Computers & structures (03-01-1996)
    “…Recent studies show that beam finite elements that enforce equilibrium rather than compatibility along the element are better suited for the description of the…”
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    Journal Article
  2. 2

    Classical and Spermatocytic Seminoma in the Dog: Histochemical and Immunohistochemical Findings by Grieco, V, Riccardi, E, Rondena, M, Ciampi, V, Finazzi, M

    Published in Journal of comparative pathology (01-07-2007)
    “…In the light of earlier human studies, 43 canine tumours diagnosed as seminoma were examined histologically with haematoxylin and eosin and periodic…”
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  3. 3

    Localization and regularization behavior of mixed finite elements for 2D structural problems with damaging material by Grimaldi, R., Addessi, D., Ciampi, V.

    “…A class of Lagrangian mixed finite elements is presented for applications to 2D structural problems based on a damage constitutive model. Attention is focused…”
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  4. 4

    Design of yielding or friction-based dissipative bracings for seismic protection of buildings by Ciampi, V., De Angelis, M., Paolacci, F.

    Published in Engineering structures (01-06-1995)
    “…The problems of designing dissipative bracing systems, based on yielding or friction mechanisms, for the seismic protection of buildings, either for new…”
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  5. 5

    Fiber Element for Cyclic Bending and Shear of RC Structures. I: Theory by Petrangeli, Marco, Pinto, Paolo Emilio, Ciampi, Vincenzo

    Published in Journal of engineering mechanics (01-09-1999)
    “…After a few years of successful application of the fiber beam element to the analysis of reinforced concrete (RC) frames, the introduction of the mechanisms of…”
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  6. 6

    EQUILIBRIUM BASED ITERATIVE SOLUTIONS FOR THE NON-LINEAR BEAM PROBLEM by PETRANGELI, MARCO, CIAMPI, VINCENZO

    “…The paper describes a procedure for the non‐linear analysis of structures which are an assemblage of beams with material non‐linearities of general type; the…”
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