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Information on didactic, research and institutional assignments on this page are certified by the University; more information, prepared by the professor, are available on the personal web page and in the curriculum vitae indicated on this webpage.
Information on professor
ProfessorTaliercio Alberto
QualificationFull professor full time
Belonging DepartmentDipartimento di Ingegneria Civile e Ambientale
Scientific-Disciplinary SectorICAR/08 - Structural Mechanics
Curriculum VitaeDownload CV (130.8Kb - 09/05/2019)
OrcIDhttps://orcid.org/0000-0001-5309-4109

Contacts
Professor's office hours
DepartmentFloorOfficeDayTimetableTelephoneFaxNotes
Ingegneria Civile e Ambientale, edificio 5--069TuesdayFrom 13:15
To 14:15
4241--meeting by appointment
E-mailalberto.taliercio@polimi.it
Professor's personal websitehttp://www.dica.polimi.it/index.php?id=persona&tx_wfqbe_pi1[id]=159526

Data source: RE.PUBLIC@POLIMI - Research Publications at Politecnico di Milano

List of publications and reserach products for the year 2020 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Journal Articles
A Hybrid Masonry and Steel Mirror-Type Vault with Lunettes: Survey and Structural Analysis (Show >>)
Crack patterns in double-wall industrial masonry chimneys: Possible causes and numerical modelling (Show >>)


List of publications and reserach products for the year 2019 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Abstract in Atti di convegno
A numerical approach for the optimal reinforcement of unilateral structures (Show >>)
Conference proceedings
Assessment of 3D Linear Elastic Masonry-Like Vaulted Structures (Show >>)
Journal Articles
FLEXURAL CAPACITY OF LONG-SPAN TRANSVERSELY LOADED HOLLOW BLOCK MASONRY WALLS (Show >>)


List of publications and reserach products for the year 2018 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Abstract in Atti di convegno
Analysis of 3D no-tension masonry-like walls (Show >>)
Contributions on scientific books
Concrete block masonry prisms under compression: testing and modelling (Show >>)
Conference proceedings
Closed-form expressions for the macroscopic elastic constants of Flemish bond masonry walls (Show >>)
Identifying fault-inducing phenomena in an old masonry building (Show >>)
Optimal fiber-reinforcement of no-tension masonry walls through a stress-based formulation (Show >>)
Preface (Show >>)
Journal Articles
ANALYSIS OF 3D NO-TENSION MASONRY-LIKE WALLS (Show >>)
Understanding crack patterns in masonry chimneys (Show >>)


List of publications and reserach products for the year 2017 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Abstract in Atti di convegno
Optimal design of the fiber-reinforcement of no-tension masonry walls (Show >>)
Conference proceedings
IL RESTAURO DELLA CHIESA DI SAN NICOLA A MESOPOTAM: UN INTERVENTO IN CHIAROSCURO (Show >>)
INFLUENCE OF SISAL FIBERS IN HOLLOW CONCRETE BLOCK STRUCTURAL MASONRY (Show >>)
OPTIMAL FIBER-REINFORCEMENT OF MASONRY WALLS WITH NEGLIGIBLE TENSILE STRENGTH: A NUMERICAL STUDY (Show >>)
Topology Optimization of the Fiber-Reinforcement of No-Tension Masonry Walls (Show >>)
Understanding and modelling crack patterns in a masonry farmhouse (Show >>)
Journal Articles
Optimal strengthening of no–tension structures with externally bonded reinforcing layers or ties (Show >>)
Sisal fiber reinforced hollow concrete blocks for structural applications: Testing and modeling (Show >>)


List of publications and reserach products for the year 2016 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Conference proceedings
FIBER-REINFORCEMENT OF MASONRY ARCHES AND BARREL VAULTS THROUGH TOPOLOGY OPTIMIZATION (Show >>)
MODELLING THE MECHANICAL BEHAVIOUR OF VEGETABLE FIBRE REINFORCED CONCRETE BLOCKS (Show >>)
The church of Santa Maria Elisabetta in Peia (Italy): from history to structural issues (Show >>)
Journal Articles
Closed-form expressions for the macroscopic flexural rigidity coefficients of periodic brickwork (Show >>)
Limit analysis of transversally loaded masonry walls using an innovative macroscopic strength criterion (Show >>)
Torsion of elastic anisotropic micropolar cylindrical bars (Show >>)
manifesti v. 3.4.7 / 3.4.7
Area Servizi ICT
28/11/2020