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Maurizio Taliano ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Debernardi, Pier Giorgio / Taliano, Maurizio (2023): Deduction of the bond low from test on short RC tie in service conditions. In: Structural Concrete, v. 24, n. 6 (2 November 2023).

    https://doi.org/10.1002/suco.202201146

  2. Bisch, Philippe / Burns, Clare / Borosnyói, Adorján / Pérez Caldentey, Alejandro / Cervenka, Vladimir / Debernardi, Pier Giorgio / Duarte, Noemí / Fehling, Ekkehard / Guiglia, Matteo / Marí Bernat, Antonio / Taliano, Maurizio / Torres, Lluis / Vráblík, Lukáš / Wan-Wendner, Roman / Windisch, Andor / Vitek, Jan L. / Balázs, György L. (2019): Serviceability Limit States of Concrete Structures. fédération internationale du béton (fib), Lausanne (Switzerland), ISBN 9782883941366.

    https://doi.org/10.35789/fib.BULL.0092

  3. Guiglia, Matteo / Debernardi, Pier Giorgio / Taliano, Maurizio (2013): Calculation of the ultimate stress of unbonded tendons in prestressed concrete members considering the rotation capacity. In: Magazine of Concrete Research, v. 65, n. 1 (January 2013).

    https://doi.org/10.1680/macr.11.00197

  4. Debernardi, Pier Giorgio / Guiglia, Matteo / Taliano, Maurizio (2012): Parametric analysis of the influence of shear on the deflection of RC beams in service. In: Magazine of Concrete Research, v. 64, n. 4 (April 2012).

    https://doi.org/10.1680/macr.11.00013

  5. Guiglia, Matteo / Taliano, Maurizio (2014): Experimental analysis of the effective pre-stress in large-span bridge box girders after 40years of service life. In: Engineering Structures, v. 66 (May 2014).

    https://doi.org/10.1016/j.engstruct.2014.01.021

  6. Taliano, Maurizio (2017): Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks. In: Engineering Structures, v. 144 (August 2017).

    https://doi.org/10.1016/j.engstruct.2017.04.045

  7. Cargnino, Alberto / Debernardi, Pier Giorgio / Guiglia, Matteo / Taliano, Maurizio (2012): Axial Shortening Compensation Strategies in Tall Buildings. A Case Study: The New Piedmont Government Office Tower. In: Structural Engineering International, v. 22, n. 1 (February 2012).

    https://doi.org/10.2749/101686612x13216060213752

  8. Debernardi, Pier Giorgio / Taliano, Maurizio (2016): An improvement to Eurocode 2 and fib Model Code 2010 methods for calculating crack width in RC structures. In: Structural Concrete, v. 17, n. 3 (June 2016).

    https://doi.org/10.1002/suco.201500033

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