Graziano Leoni 
- (2023): Design and analysis of steel‐concrete hybrid coupled walls with hinged base and corner components. In: ce/papers, v. 6, n. 3-4 (September 2023).
- (2021): Introduction. In: (2021): Time-dependent behaviour and design of composite steel-concrete structures. International Association for Bridge and Structural Engineering, Zürich (Schweiz), ISBN 978-3-85748-178-9, International Association for Bridge and Structural Engineering, Zürich (Schweiz).
- (2021): Case studies considering the influence of the time-dependent behaviour of concrete on the serviceability limit state design of composite steel-concrete buildings. In: (2021): Time-dependent behaviour and design of composite steel-concrete structures. International Association for Bridge and Structural Engineering, Zürich (Schweiz), ISBN 978-3-85748-178-9, International Association for Bridge and Structural Engineering, Zürich (Schweiz).
- (2021): Design specifications for the time-dependent behaviour of composite steel-concrete structures. In: (2021): Time-dependent behaviour and design of composite steel-concrete structures. International Association for Bridge and Structural Engineering, Zürich (Schweiz), ISBN 978-3-85748-178-9, International Association for Bridge and Structural Engineering, Zürich (Schweiz).
- (2021): Case studies considering the influence of the time-dependent behaviour of concrete on the serviceability limit state design of composite steel-concrete bridges. In: (2021): Time-dependent behaviour and design of composite steel-concrete structures. International Association for Bridge and Structural Engineering, Zürich (Schweiz), ISBN 978-3-85748-178-9, International Association for Bridge and Structural Engineering, Zürich (Schweiz).
- (1997): Creep and shear-lag effects in composite beams with flexible connection. Vorgetragen bei: International Conference: Composite Construction - Conventional and Innovative, Innsbruck, Austria, 16-18 September 1997.
- (2020): Empirical predictive model for seismic damage of historical churches. In: Bulletin of Earthquake Engineering, v. 18, n. 13 (Juli 2020).
- (2020): Benefits of inclined pile foundations in earthquake resistant design of bridges. In: Engineering Structures, v. 203 (Januar 2020).
- (2019): Integrated approach for seismic vulnerability analysis of historic massive defensive structures. In: Journal of Cultural Heritage, v. 35 (Januar 2019).
- (2006): Construction sequence modelling of continuous steel-concrete composite bridge decks. In: Steel and Composite Structures, v. 6, n. 2 (April 2006).
- (2017): Influence of Shear Connection Distributions on the Behaviour of Continuous Steel-concrete Composite Beams. In: The Open Civil Engineering Journal, v. 11, n. 1 (Dezember 2017).
- (2012): Higher order model for the seismic response of bridge embankments. In: Soil Dynamics and Earthquake Engineering, v. 43 (Dezember 2012).
- (2016): Ductile design of innovative steel and concrete hybrid coupled walls. In: Journal of Constructional Steel Research, v. 117 (Februar 2016).
- (2018): Fatigue Assessment of Continuous Composite Bridges Accounting for Slab Casting Sequences. In: Structural Engineering International, v. 28, n. 4 (Oktober 2018).
- (2002): Behaviour of Concrete Beams Prestressed by Unbonded Tendons. Vorgetragen bei: IABSE Symposium: Towards a Better Built Environment - Innovation, Sustainability, Information Technology, Melbourne, Australia, 11-13 September 2002.
- (2014): Design of innovative seismic-resistant steel-concrete hybrid coupled shear walls. Vorgetragen bei: IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014.
- (2014): Design Expressions for the Effective Width of Composite Steel-Concrete Members. Vorgetragen bei: IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014.
- (2006): Analysis of composite beams with partial shear interaction using available modelling techniques: A comparative study. In: Computers & Structures, v. 84, n. 13-14 (Mai 2006).
- (2009): HDR devices for the seismic protection of frame structures: Experimental results and numerical simulations. In: Earthquake Engineering and Structural Dynamics, v. 38, n. 10 (August 2009).
- (2017): Latest developments in research, standardization and practice. In: Steel Construction, v. 10, n. 2 (Mai 2017).
- (2009): A beam finite element including shear lag effect for the time-dependent analysis of steel–concrete composite decks. In: Engineering Structures, v. 31, n. 8 (August 2009).
- (2016): Analytical evaluation of impedances and kinematic response of inclined piles. In: Engineering Structures, v. 117 (Juni 2016).
- (2017): Implications of non-synchronous excitation induced by nonlinear site amplification and of soil-structure interaction on the seismic response of multi-span bridges founded on piles. In: Bulletin of Earthquake Engineering, v. 15, n. 11 (Mai 2017).
- (2017): An innovative seismic-resistant steel frame with reinforced concrete infill walls. In: Engineering Structures, v. 141 (Juni 2017).
- (2014): A higher order steel–concrete composite beam model. In: Engineering Structures, v. 80 (Dezember 2014).
- (1996): Algebraic Methods for Creep Analysis of Continuous Composite Beams. In: Journal of Structural Engineering (ASCE), v. 122, n. 4 (April 1996).
- (2006): Effective Slab Width in Prestressed Twin-Girder Composite Decks. In: Journal of Structural Engineering (ASCE), v. 132, n. 9 (September 2006).
- (2017): 11.18: Seismic analysis of innovative hybrid steel concrete coupled walls. In: ce/papers, v. 1, n. 2-3 (September 2017).
- (2016): A higher order finite element to analyse steel-concrete composite bridge decks. Vorgetragen bei: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016.
- (2015): Comparisons between design models for serviceability limit state of composite steel-concrete slabs. Vorgetragen bei: IABSE Conference: Structural Engineering: Providing Solutions to Global Challenges, Geneva, Switzerland, September 2015.
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