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Antonio Tralli

Antonio Tralli

D-Index & Metrics

Engineering and Technology

D-Index
40
Citations
5879
World Ranking
7384
National Ranking
262

Overview

Antonio Tralli is affiliated with the University of Ferrara in Italy. Their research primarily focuses on engineering, with a significant emphasis on civil and structural engineering. Additional subfields of study include computational mechanics, safety, risk, reliability and quality, mechanical engineering, and statistics, probability and uncertainty.

Themes in Antonio Tralli's research cover a wide scope within structural engineering and related disciplines. The main topics include masonry and concrete structural analysis, seismic performance and analysis, structural response to dynamic loads, geotechnical engineering and analysis, fluid dynamics simulations and interactions, structural analysis of composite materials, and probabilistic and robust engineering design.

Antonio Tralli has authored multiple papers published in several academic journals and conference proceedings. The most frequent venues for their work are:

  • Engineering Structures
  • AIP Conference Proceedings
  • International Journal of Masonry Research and Innovation
  • EURODYN
  • Computers & Structures

Notable recent publications by Antonio Tralli include:

  • Advanced numerical strategies for seismic assessment of historical masonry aggregates, 2020, Engineering Structures
  • Efficient meta-heuristic mesh adaptation strategies for NURBS upper-bound limit analysis of curved three-dimensional masonry structures, 2020, Computers & Structures
  • NURBS solid modeling for the three-dimensional limit analysis of curved rigid block structures, 2022, Computer Methods in Applied Mechanics and Engineering
  • Fragility functions for local failure mechanisms in unreinforced masonry buildings: a typological study in Ferrara, Italy, 2021, Bulletin of Earthquake Engineering
  • Tilting plane tests for the ultimate shear capacity evaluation of perforated dry joint masonry panels. Part II: Numerical analyses, 2020, Engineering Structures

Antonio Tralli collaborates frequently with several co-authors in their research work. Regular collaborators include:

  • Andrea Chiozzi
  • Nicola Grillanda
  • Gabriele Milani
  • Marco Nale
  • Fabio Minghini

Best Publications

  • Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification

    Antonio Maria D’Altri;Vasilis Sarhosis;Gabriele Milani;Jan Rots

  • Homogenised limit analysis of masonry walls, Part I: Failure surfaces

    G. Milani;P. B. Lourenço;A. Tralli

  • Homogenised limit analysis of masonry walls, Part II: Structural examples

    G. Milani;P. B. Lourenço;A. Tralli

  • Homogenization approach for the limit analysis of out-of-plane loaded masonry walls

    Gabriele Milani;Gabriele Milani;Paulo Lourenço;Paulo Lourenço;Antonio Tralli;Antonio Tralli

  • Analysis of masonry structures: review of and recent trends in homogenization techniquesThis article is one of a selection of papers published in this Special Issue on Masonry.

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  • Limit analysis of masonry vaults by means of curved shell finite elements and homogenization

    Enrico Milani;Gabriele Milani;Antonio Tralli

  • A Genetic Algorithm NURBS-based new approach for fast kinematic limit analysis of masonry vaults

    Andrea Chiozzi;Gabriele Milani;Antonio Tralli

  • Seismic Assessment of a Medieval Masonry Tower in Northern Italy by Limit, Nonlinear Static, and Full Dynamic Analyses

    G Milani;S Casolo;A Tralli

  • 3D homogenized limit analysis of masonry buildings under horizontal loads

    Gabriele Milani;Paulo Lourenço;Antonio Tralli

  • Damage assessment of fortresses after the 2012 Emilia earthquake (Italy)

    Serena Cattari;Stefania Degli Abbati;Daniele Ferretti;Sergio Lagomarsino

  • Computational Methods for Masonry Vaults: A Review of Recent Results

    A. Tralli;C. Alessandri;G. Milani

  • Full 3D homogenization approach to investigate the behavior of masonry arch bridges: The Venice trans-lagoon railway bridge

    Emanuele Reccia;G. Milani;Antonella Cecchi;A. Tralli

  • A Reissner–Mindlin limit analysis model for out-of-plane loaded running bond masonry walls

    Antonella Cecchi;G Milani;A. Tralli

  • A simple meso-macro model based on SQP for the non-linear analysis of masonry double curvature structures

    Gabriele Milani;Antonio Tralli

  • Upper bound limit analysis model for FRP-reinforced masonry curved structures. Part II: Structural analyses

    Gabriele Milani;Enrico Milani;Antonio Tralli

  • Numerical insights on the seismic behavior of a non-isolated historical masonry tower

    Giovanni Castellazzi;Antonio Maria D’Altri;Stefano de Miranda;Andrea Chiozzi

  • A regularized XFEM model for the transition from continuous to discontinuous displacements

    E. Benvenuti;A. Tralli;Giulio Ventura

  • Validation of Analytical Multiparameter Homogenization Models for Out-of-Plane Loaded Masonry Walls by Means of the Finite Element Method

    Antonella Cecchi;Gabriele Milani;Antonio Tralli

  • Upper Bound limit analysis model for FRP-reinforced masonry curved structures. Part I: Unreinforced masonry failure surfaces

    Gabriele Milani;Enrico Milani;Antonio Tralli

  • Collapse behavior of masonry domes under seismic loads: An adaptive NURBS kinematic limit analysis approach

    N. Grillanda;A. Chiozzi;G. Milani;A. Tralli

  • A thermodynamically consistent nonlocal formulation for damaging materials

    Elena Benvenuti;Guido Borino;Antonio Tralli

Frequent Co-Authors

Gabriele Milani
Gabriele Milani Polytechnic University of Milan
Paulo B. Lourenço
Paulo B. Lourenço University of Minho
Elio Sacco
Elio Sacco University of Naples Federico II
Serena Cattari
Serena Cattari University of Genoa
Sergio Lagomarsino
Sergio Lagomarsino University of Genoa
Vasilis Sarhosis
Vasilis Sarhosis University of Leeds
Giuliano Martinelli
Giuliano Martinelli University of Ferrara
Marco Valente
Marco Valente Polytechnic University of Milan
Vincenzo Guidi
Vincenzo Guidi University of Ferrara
Satya N. Atluri
Satya N. Atluri Texas Tech University

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