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Maurizio Taliano ORCID

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  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 (Schweiz), 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 (Januar 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 (Mai 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 (Februar 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 (Juni 2016).

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

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