Search Results - "Francavilla, Antonella Bianca"

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  1. 1

    Stiffness and Strength of Square Hollow Section Tubes under Localised Transverse Actions by Latour, Massimo, Di Benedetto, Sabatino, Francavilla, Antonella Bianca, Elettore, Giuseppe, Rizzano, Gianvittorio

    Published in Metals (Basel ) (01-10-2023)
    “…This manuscript explores the stiffness and strength of Square Hollow Section (SHS) tubes subjected to localised transverse actions applied to the open side of…”
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    Journal Article
  2. 2

    Seismic Behavior of Moment-Resisting Frames with Conventional and Innovative Connections by Di Benedetto, Sabatino, Francavilla, Antonella Bianca, Latour, Massimo, Ferrante Cavallaro, Giovanni, Piluso, Vincenzo, Rizzano, Gianvittorio

    Published in Symmetry (Basel) (01-12-2020)
    “…In the last few decades, increasing efforts have been devoted to the development of beam-to-column connections able to accommodate the local ductility demand…”
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    Journal Article
  3. 3
  4. 4

    Prototype Test of Resilient Friction Materials for Seismic Dampers by Francavilla, Antonella Bianca, Latour, Massimo, Rizzano, Gianvittorio

    Published in Materials (25-11-2023)
    “…In recent decades, low-yielding seismic devices based on the use of friction dampers have emerged as an excellent solution for the development of building…”
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    Journal Article
  5. 5

    Seismic behaviour of a steel moment resisting frame structure featuring hourglass double split tee joints by Di Benedetto, Sabatino, Francavilla, Antonella Bianca, Latour, Massimo, Rizzano, Gianvittorio

    “…The occurrence of brittle fractures in welds of full-strength joints of steel moment-resisting frames (MRFs) during earthquakes in Northridge (1994) and Kobe…”
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  6. 6

    Standardised friction damper bolt assemblies time-related relaxation and installed tension variability by Ferrante Cavallaro, Giovanni, Latour, Massimo, Francavilla, Antonella Bianca, Piluso, Vincenzo, Rizzano, Gianvittorio

    Published in Journal of constructional steel research (01-02-2018)
    “…The sliding hinge joint is a type of low-damage seismic resistant connection equipped with a bolted friction damper at the bottom beam flange. To accurately…”
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    Journal Article
  7. 7

    Cyclic response of low yielding connections using different friction materials by Ferrante Cavallaro, Giovanni, Francavilla, Antonella Bianca, Latour, Massimo, Piluso, Vincenzo, Rizzano, Gianvittorio

    “…The experimental activity presented in this work intends to study in detail the cyclic behaviour of a set of three different friction shims preliminary…”
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    Journal Article
  8. 8

    Experimental response of a large-scale two-storey steel building equipped with low-yielding friction joints by Di Benedetto, Sabatino, Francavilla, Antonella Bianca, Latour, Massimo, Piluso, Vincenzo, Rizzano, Gianvittorio

    “…The recent earthquakes have underlined the need for more advanced design philosophies able to avoid or reduce direct and indirect costs related to the…”
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    Journal Article
  9. 9

    Pseudo-dynamic testing of a full-scale two-storey steel building with RBS connections by Di Benedetto, Sabatino, Francavilla, Antonella Bianca, Latour, Massimo, Ferrante Cavallaro, Giovanni, Piluso, Vincenzo, Rizzano, Gianvittorio

    Published in Engineering structures (01-06-2020)
    “…•Pseudo-dynamic tests allow to investigate the behaviour of beam-to-column connections.•RBS connections provide a high energy dissipation during seismic…”
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    Journal Article
  10. 10

    Simplified finite element analysis of bolted T-stub connection components by Francavilla, Antonella B., Latour, Massimo, Piluso, Vincenzo, Rizzano, Gianvittorio

    Published in Engineering structures (01-10-2015)
    “…•A FEM model for predicting the whole behaviour of T-stubs is presented.•The procedures adopted to model geometry, materials and interactions between elements…”
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    Journal Article Web Resource
  11. 11

    Critical issues in parameter calibration of cyclic models for steel members by Chisari, Corrado, Francavilla, Antonella B., Latour, Massimo, Piluso, Vincenzo, Rizzano, Gianvittorio, Amadio, Claudio

    Published in Engineering structures (01-02-2017)
    “…•Different strategies for calibration of a cyclic model for steel are investigated.•Monotonic, quasi-static cyclic and pseudo-dynamic tests on a column were…”
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    Journal Article Web Resource
  12. 12

    Cyclic behaviour of 3D cut welded connections with CHS columns and through I‐beams by Di Benedetto, Sabatino, Latour, Massimo, Francavilla, Antonella Bianca, Rizzano, Gianvittorio

    Published in ce/papers (01-09-2023)
    “…This paper investigates the cyclic behaviour of a novel typology of steel beam‐to‐column connection made by welding circular hollow section (CHS) columns and…”
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    Journal Article
  13. 13

    Mechanical Modelling of the Strength and Stiffness of Circular Hollow Section Tube under Localised Transverse Compression and Tension by Latour, Massimo, Di Benedetto, Sabatino, Francavilla, Antonella Bianca, Saldutti, Alberico, Rizzano, Gianvittorio

    Published in Materials (27-03-2023)
    “…The component method is a powerful tool for designing and modelling steel beam-to-column connections. Its widespread use is ensured by several formulations…”
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    Journal Article
  14. 14

    Strength of connections between SHS columns and through plates by Sato, Atsushi, Latour, Massimo, de la Peña, Amparo, Di Benedetto, Sabatino, Francavilla, Antonella Bianca, Rizzano, Gianvittorio

    Published in ce/papers (01-09-2023)
    “…The use of Square‐Hollow‐Section (SHS) members as columns of moment‐resisting frames is a very interesting solution thanks to several benefits they can…”
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    Journal Article
  15. 15

    Flexural resistance of 3D cut welded joints between SHS columns and through I‐beams by Sato, Atsushi, Latour, Massimo, de la Peña, Amparo, Benedetto, Sabatino Di, Francavilla, Antonella Bianca, Rizzano, Gianvittorio

    Published in ce/papers (01-09-2023)
    “…Steel structures can be designed according to different framing methods depending on the location of Moment‐Resisting‐Frames (MRFs). In Europe and the United…”
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  16. 16
  17. 17

    Pseudo‐dynamic testing of a full‐scale two‐storey steel building with FREEDAM connections by Di Benedetto, Sabatino, Francavilla, Antonella Bianca, Latour, Massimo, Piluso, Vincenzo, Rizzano, Gianvittorio

    Published in ce/papers (01-09-2021)
    “…The recent earthquakes have underlined the need for more advanced design philosophies able to avoid or reduce direct and indirect costs deriving from the…”
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    Journal Article
  18. 18

    Pseudo‐dynamic testing of a full‐scale two‐storey steel building with RBS connections by Di Benedetto, Sabatino, Francavilla, Antonella Bianca, Latour, Massimo, Cavallaro, Giovanni Ferrante, Piluso, Vincenzo, Rizzano, Gianvittorio

    Published in ce/papers (01-09-2021)
    “…After the earthquakes of Kobe (1995) and Northridge (1994) many research efforts have focused the attention on the seismic behaviour of partial strength…”
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    Journal Article
  19. 19

    01.18: Optimization of the pre‐loading procedure for high‐strength bolts of FREEDAM connections by Cavallaro, Giovanni Ferrante, Francavilla, Antonella Bianca, Latour, Massimo, Piluso, Vincenzo, Rizzano, Gianvittorio

    Published in ce/papers (01-09-2017)
    “…ABSTRACT A FREE from DAMage (FREEDAM) friction connection is a particular type of sliding hinge joint where in correspondence of the lower beam flange is…”
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    Journal Article
  20. 20

    01.19: Cyclic behaviour of friction materials for FREEDAM connections by Cavallaro, Giovanni Ferrante, Francavilla, Antonella Bianca, Latour, Massimo, Piluso, Vincenzo, Rizzano, Gianvittorio

    Published in ce/papers (01-09-2017)
    “…ABSTRACT A FREE from DAMage friction connection is a connection where at the level of the lower beam flange is realized a friction damper by means of angles…”
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    Journal Article