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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
ProfessorValente Marco Vincenzo
QualificationAssociate professor
Belonging DepartmentDipartimento di Architettura, Ingegneria delle Costruzioni e Ambiente Costruito
Scientific-Disciplinary SectorICAR/09 - Structural Engineering
Curriculum Vitae--
OrcIDhttps://orcid.org/0000-0002-9367-2193

Contacts
Professor's office hoursProfessor's office hours is not available yet
E-mailmarco.valente@polimi.it
Professor's personal website--

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

List of publications and reserach products for the year 2020
No product yet registered in the year 2020


List of publications and reserach products for the year 2019 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Journal Articles
Damage survey, simplified assessment, and advanced seismic analyses of two masonry churches after the 2012 Emilia earthquake (Show >>)
Implementation of a simple novel Abaqus user element to predict the behavior of unbonded fiber reinforced elastomeric isolators in macro-scale computations (Show >>)
Damage assessment and collapse investigation of three historical masonry palaces under seismic actions (Show >>)
Base seismic isolation of a historical masonry church using fiber reinforced elastomeric isolators (Show >>)
Earthquake-induced damage assessment and partial failure mechanisms of an Italian Medieval castle (Show >>)
Historical masonry building aggregates: advanced numerical insight for an effective seismic assessment on two row housing compounds (Show >>)
Advanced numerical insights into failure analysis and strengthening of monumental masonry churches under seismic actions (Show >>)
Advanced non-linear numerical modeling of masonry groin vaults of major historical importance: St John Hospital case study in Jerusalem (Show >>)
Effectiveness of different base isolation systems for seismic protection: Numerical insights into an existing masonry bell tower (Show >>)
Hybrid seismic base isolation of a historical masonry church using unbonded fiber reinforced elastomeric isolators and shape memory alloy wires (Show >>)
Conference proceedings
Experimentation and numerical modelling of recycled rubber pads under ageing for base seismic isolation of a historical masonry church (Show >>)


List of publications and reserach products for the year 2018 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Journal Articles
Alternative retrofitting strategies to prevent the failure of an under-designed reinforced concrete frame (Show >>)
A kinematic limit analysis approach for seismic retrofitting of masonry towers through steel tie-rods (Show >>)
Effects of Geometrical Features on the Seismic Response of Historical Masonry Towers (Show >>)
The narthex of the Church of the Nativity in Bethlehem: A non-linear finite element approach to predict the structural damage (Show >>)
Damage assessment and partial failure mechanisms activation of historical masonry churches under seismic actions: Three case studies in Mantua (Show >>)
Seismic response and damage patterns of masonry churches: Seven case studies in Ferrara, Italy (Show >>)
Conference proceedings
Simple limit analysis approach for the optimal strengthening of existing masonry towers (Show >>)
Seismic response evaluation and strengthening intervention of two historical masonry churches (Show >>)
A structural paradox in the Church of the Nativity: FE static analyses (Show >>)
Vulnerability parameterization for masonry chimneys by means of a limit analysis approach (Show >>)
Iconic crumbling of the clock tower in Amatrice after 2016 central Italy seismic sequence: Advanced numerical insight (Show >>)


List of publications and reserach products for the year 2017 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Journal Articles
Welded fuses for dissipative beam-to-column connections of composite steel frames: Numerical analyses (Show >>)
Numerical investigations of repairable dissipative bolted fuses for earthquake resistant composite steel frames (Show >>)
An insight in the late Baroque architecture: An integrated approach for a unique Bibiena church (Show >>)
Role of inclination in the seismic vulnerability of bell towers: FE models and simplified approaches (Show >>)
Seismic assessment of two masonry Baroque churches damaged by the 2012 Emilia earthquake (Show >>)
Possibilities and limitations of innovative retrofitting for masonry churches: Advanced computations on three case studies (Show >>)
Advanced numerical insight into the structural damage of masonry vaults under seismic excitation: two valuable case studies (Show >>)
Contributions on scientific books
Seismic assessment and retrofitting of an under-designed RC frame through a displacement-based approach (Show >>)
Conference proceedings
Comparison among different retrofitting strategies for the vulnerability reduction of masonry bell towers (Show >>)
An under-designed RC frame: Seismic assessment through displacement based approach and possible refurbishment with FRP strips and RC jacketing (Show >>)
Seismic Assessment of Masonry Towers by Means of Nonlinear Static Procedures (Show >>)
Seismic Vulnerability Mitigation of a Masonry Church by Means of CFRP Retrofitting (Show >>)
Evaluation of the seismic response of historical masonry bell towers located in South-East Lombardy, Italy (Show >>)
Seismic performance assessment of three masonry churches through FE simulations (Show >>)
Seismic Vulnerability Reduction of Masonry Churches: A case study (Show >>)
Limit analysis approach for the seismic vulnerability reduction of masonry towers through strengthening with traditional and innovative materials (Show >>)


List of publications and reserach products for the year 2016 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Journal Articles
Dissipative devices for earthquake resistant composite steel structures: bolted versus welded solution (Show >>)
Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM (Show >>)
Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy (Show >>)
Damage assessment of three medieval churches after the 2012 Emilia earthquake (Show >>)
Conference proceedings
Nativity Church narthex: A non-linear FEM procedure for the diagnosis of a structural damage (Show >>)
Seismic assessment of historical masonry towers in the north-east region of Italy (Show >>)
Nativity church in Bethlehem: full 3D non-linear FE approach for structural damage prediction (Show >>)
Evaluation of the seismic response of historical masonry bell towers located in South-East Lombardy, Italy (Show >>)
Seismic performance assessment of three masonry churches through FE Simulations (Show >>)
Seismic vulnerability of leaning masonry towers located in Emilia-Romagna region, Italy: FE analyses of four case studies (Show >>)
Effects of FRP application on the seismic response of a masonry church in Emilia-Romagna (Italy) (Show >>)
Seismic Upgrading of a Masonry Church with FRP Composites (Show >>)
Seismic assessment of four inclined masonry towers located in the neighborhood of the area stricken by the May 2012 Emilia Romagna (Italy) earthquake (Show >>)
Seismic upgrading of a masonry church after the May 2012 Emilia Romagna (Italy) earthquake by means of FRP reinforcement (Show >>)
The survey of cultural heritage after an earthquake: The case of emilia -Lombardia in 2012 (Show >>)
manifesti v. 3.2.3 / 3.2.3
Area Servizi ICT
27/02/2020