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Education and qualifications (4)

Politecnico di Torino: Torino, Piemonte, IT

2006-12-16 to present | Assistant Professor (Department of Structural, Geotechnical and Building Engineering)
Education
Source: Self-asserted source
Taliano Maurizio

Politecnico di Torino: Torino, Piemonte, IT

2000-11-16 to 2004-11-15 | Assistant Professor for a fixed period (Department of Structural and Geotechnical Engineering)
Education
Source: Self-asserted source
Taliano Maurizio

Politecnico di Torino: Torino, Piemonte, IT

1996-12-15 to 1999-12-15 | PhD in Structural Engineering (Department of Structural and Geotechnical Engineering)
Education
Source: Self-asserted source
Taliano Maurizio

Politecnico di Torino: Torino, Piemonte, IT

1988-10-01 to 1994-05-17 | Master degree in Civil and Building Engineering (Department of Structural and Geotechnical Engineering)
Education
Source: Self-asserted source
Taliano Maurizio

Works (16)

Deduction of the bond law from test on short RC tie in service conditions

Structural Concrete
2023-12 | Journal article
Contributors: Pier Giorgio Debernardi; Maurizio Taliano
Source: check_circle
Crossref

Cracking Analysis of Partially Prestressed Concrete Tie Under the Effect of Primary and Secondary Cracks

2021 | Book chapter
Contributors: Maurizio Taliano
Source: check_circle
Crossref

An improvement to Eurocode 2 and fib Model Code 2010 methods for calculating crack width in RC structures

Structural Concrete
2016 | Journal article
EID:

2-s2.0-84983315001

Contributors: Debernardi, P.G.; Taliano, M.
Source: Self-asserted source
Taliano Maurizio via Scopus - Elsevier

Experimental analysis of the effective pre-stress in large-span bridge box girders after 40years of service life

Engineering Structures
2014-05 | Journal article
Contributors: Matteo Guiglia; Maurizio Taliano
Source: check_circle
Crossref
grade
Preferred source (of 2)‎

Calculation of the ultimate stress of unbonded tendons in prestressed concrete members considering the rotation capacity

Magazine of Concrete Research
2013 | Journal article
EID:

2-s2.0-84876532713

Contributors: Guiglia, M.; Debernardi, P.G.; Taliano, M.
Source: Self-asserted source
Taliano Maurizio via Scopus - Elsevier

Comparison of carbonation depths measured on in-field exposed existing r.c. structures with predictions made using fib-Model Code 2010

Cement and Concrete Composites
2013 | Journal article
EID:

2-s2.0-84876562248

Contributors: Guiglia, M.; Taliano, M.
Source: Self-asserted source
Taliano Maurizio via Scopus - Elsevier

Design for SLS according to fib Model Code 2010

Structural Concrete
2013 | Journal article
EID:

2-s2.0-84878531363

Contributors: Balázs, G.L.; Bisch, P.; Borosnyõi, A.; Burdet, O.; Burns, C.; Ceroni, F.; Cervenka, V.; Chiorino, M.A.; Debernardi, P.; Eckfeldt, L. et al.
Source: Self-asserted source
Taliano Maurizio via Scopus - Elsevier

Effect of secondary cracks for cracking analysis of reinforced concrete tie

ACI Materials Journal
2013 | Journal article
EID:

2-s2.0-84884864824

Contributors: Debernardi, P.G.; Guiglia, M.; Taliano, M.
Source: Self-asserted source
Taliano Maurizio via Scopus - Elsevier

Axial shortening compensation strategies in tall buildings. A case study: The new piedmont government office tower

Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE)
2012 | Journal article
EID:

2-s2.0-84857516942

Contributors: Cargnino, A.; Debernardi, P.G.; Guiglia, M.; Taliano, M.
Source: Self-asserted source
Taliano Maurizio via Scopus - Elsevier

Parametric analysis of the influence of shear on the deflection of RC beams in service

Magazine of Concrete Research
2012 | Journal article
EID:

2-s2.0-84861822123

Contributors: Debernardi, P.G.; Taliano, M.; Guiglia, M.
Source: Self-asserted source
Taliano Maurizio via Scopus - Elsevier

Shear strain in B-regions of beams in service

Engineering Structures
2011 | Journal article
EID:

2-s2.0-78650522517

Contributors: Debernardi, P.G.; Guiglia, M.; Taliano, M.
Source: Self-asserted source
Taliano Maurizio via Scopus - Elsevier

Span-to-height ratio limits for prestressed concrete members

Structural Concrete
2010 | Journal article
EID:

2-s2.0-77953002155

Contributors: Debernardi, P.G.; Taliano, M.
Source: Self-asserted source
Taliano Maurizio via Scopus - Elsevier

The improved n-method for the calculation of stresses in service

Structural Concrete
2009 | Journal article
EID:

2-s2.0-67849094154

Contributors: Taliano, M.
Source: Self-asserted source
Taliano Maurizio via Scopus - Elsevier

Shear deformation in reinforced concrete beams with thin web

Magazine of Concrete Research
2006 | Journal article
EID:

2-s2.0-33645678551

Contributors: Debernardi, P.G.; Taliano, M.
Source: Self-asserted source
Taliano Maurizio via Scopus - Elsevier

On evaluation of rotation capacity for reinforced concrete beams

ACI Structural Journal
2002 | Journal article
EID:

2-s2.0-0036590268

Contributors: Debernardi, P.G.; Taliano, M.
Source: Self-asserted source
Taliano Maurizio via Scopus - Elsevier

Softening behaviour of concrete prisms under eccentric compressive forces

Magazine of Concrete Research
2001 | Journal article
EID:

2-s2.0-0035435492

Contributors: Debernardi, P.G.; Taliano, M.
Source: Self-asserted source
Taliano Maurizio via Scopus - Elsevier

Peer review (1 review for 1 publication/grant)

Review activity for Engineering structures. (1)