Gianluca Ranzi
- (2023): Excessive Deflections and Cracking in the Reinforced Concrete Floor Slabs of the Silverton Building in Canberra. In: (2023): Case Studies on Failure Investigations in Structural and Geotechnical Engineering. International Association for Bridge and Structural Engineering (IABSE), Zürich (Schweiz), ISBN 978-3-85748-194-9.
- (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).
- (2021): Expanding the applicability of daytime radiative cooling: Technological developments and limitations. In: Energy and Buildings, v. 243 (Juli 2021).
- (2007): Behavior of square hollow steel tubes and steel tubes filled with concrete. In: Thin-Walled Structures, v. 45, n. 12 (Dezember 2007).
- (2014): A direct approach for the evaluation of the conventional modes within the GBT formulation. In: Thin-Walled Structures, v. 74 (Januar 2014).
- (2012): An experimental study on the service and ultimate behaviour of post-tensioned composite slabs. Vorgetragen bei: 18th IABSE Congress: Innovative Infrastructures – Towards Human Urbanism, Seoul, Korea, 19-21 September 2012.
- (2011): Full-scale long-term experiments of simply supported composite beams with solid slabs. In: Journal of Constructional Steel Research, v. 67, n. 3 (März 2011).
- (2011): Full-scale long-term and ultimate experiments of simply-supported composite beams with steel deck. In: Journal of Constructional Steel Research, v. 67, n. 10 (Oktober 2011).
- (2013): An experimental study on the ultimate behaviour of simply-supported post-tensioned composite slabs. In: Journal of Constructional Steel Research, v. 89 (Oktober 2013).
- (2015): An experimental study on the behaviour and design of shear connectors embedded in solid slabs at elevated temperatures. In: Journal of Constructional Steel Research, v. 106 (März 2015).
- (2015): Behaviour and design of shear connectors in composite slabs at elevated temperatures. In: Journal of Constructional Steel Research, v. 115 (Dezember 2015).
- (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.
- (2017): Concrete Conservation Framework for the Sydney Opera House. Vorgetragen bei: IABSE Conference: Creativity and Collaboration – Instilling Imagination and Innovation in Structural Design, Bath, United Kingdom, 19-20 April 2017.
- (2018): Assessment of the Behavior of FRP-Strengthened RC Slabs Using a Discrete Crack Model. In: Journal of Composites for Construction, v. 22, n. 6 (Dezember 2018).
- (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).
- (2015): Effects of non-uniform shrinkage on the long-term behaviour of composite steel-concrete slabs. In: International Journal of Steel Structures, v. 15, n. 2 ( 2015).
- (2014): Generalised Beam Theory (GBT) for stiffened sections. In: International Journal of Steel Structures, v. 14, n. 2 ( 2014).
- (2012): Beam tests of composite steel-concrete members: A three-dimensional finite element model. In: International Journal of Steel Structures, v. 12, n. 1 ( 2012).
- (2010): A geometric nonlinear model for composite beams with partial interaction. In: Engineering Structures, v. 32, n. 5 (Mai 2010).
- (2007): Composite beams with both longitudinal and transverse partial interaction subjected to elevated temperatures. In: Engineering Structures, v. 29, n. 10 (Oktober 2007).
- (2015): Generalised Beam Theory (GBT) for composite beams with partial shear interaction. In: Engineering Structures, v. 99 (September 2015).
- (2007): Analytical Solutions for Elevated-Temperature Behavior of Composite Beams with Partial Interaction. In: Journal of Structural Engineering (ASCE), v. 133, n. 6 (Juni 2007).
- (2015): A GBT Model for the Analysis of Composite Steel–Concrete Beams with Partial Shear Interaction. In: Structures, v. 4 (November 2015).
- (2017): 08.61: A new approach for the serviceability limit state design of composite steel-concrete slabs. In: ce/papers, v. 1, n. 2-3 (September 2017).
- (2014): An analytical approach for the cross-sectional analysis of generalised beam theory. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 167, n. 7 (Juli 2014).
- (2017): Behaviour and design of composite beams with composite slabs at elevated temperatures. In: Advances in Structural Engineering, v. 20, n. 10 (Januar 2017).
- (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.
- (2004): Generic Modelling of Concrete-Steel Composite Beams with Partial Interaction. Vorgetragen bei: fib Symposium 2004, 26-28 April 2004, Avignon.
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