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Overview

Marco Valente is affiliated with the Polytechnic University of Milan in Italy, specializing in engineering with a focus on civil and structural engineering. Their research contributions span multiple subfields including building and construction, earth-surface processes, computational mechanics, and mechanical engineering.

The primary topics addressed by Valente's work include:

  • Masonry and Concrete Structural Analysis
  • Seismic Performance and Analysis
  • Structural Response to Dynamic Loads
  • Structural Behavior of Reinforced Concrete
  • Building materials and conservation
  • Concrete Corrosion and Durability
  • Fluid Dynamics Simulations and Interactions

Valente has published extensively in several scientific venues. The most frequent publication outlets are:

  • Engineering Failure Analysis
  • AIP conference proceedings
  • Engineering Structures
  • Bulletin of Earthquake Engineering
  • Computers & Structures

Recent papers authored by Valente include:

  • Seismic vulnerability assessment and earthquake response of slender historical masonry bell towers in South-East Lombardia, 2021, Engineering Failure Analysis
  • Seismic behavior and damage assessment of two historical fortified masonry palaces with corner towers, 2021, Engineering Failure Analysis
  • Earthquake response and damage patterns assessment of two historical masonry churches with bell tower, 2023, Engineering Failure Analysis

Frequent coauthors collaborating with Valente include:

  • Gabriele Milani (11 joint publications)
  • Nicola Grillanda (7 joint publications)
  • Marco Zucca (5 joint publications)
  • Pietro Crespi (4 joint publications)
  • Andrea Chiozzi (3 joint publications)

Valente's research has dealt with seismic vulnerability and performance assessments of historical masonry structures, such as bell towers, fortified palaces, and churches. The work often involves structural response under dynamic loads and damage pattern analysis.

Additional studies related to masonry aggregates and corrosion effects in reinforced concrete bridges have been part of associated research activities alongside coauthors.

Best Publications

  • Drop-weight impact behaviour of woven hybrid basalt–carbon/epoxy composites

    F. Sarasini;J. Tirillò;L. Ferrante;M. Valente

  • Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy

    Marco Vincenzo Valente;Gabriele Milani

  • Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM

    Marco Vincenzo Valente;Gabriele Milani

  • Effect of basalt fiber hybridization on the impact behavior under low impact velocity of glass/basalt woven fabric/epoxy resin composites

    Fabrizio Sarasini;Jacopo Tirillò;Marco Valente;Teodoro Valente

  • Hybrid composites based on aramid and basalt woven fabrics: Impact damage modes and residual flexural properties

    Fabrizio Sarasini;Jacopo Tirillò;Marco Valente;Luca Ferrante

  • Failure analysis of seven masonry churches severely damaged during the 2012 Emilia-Romagna (Italy) earthquake: Non-linear dynamic analyses vs conventional static approaches

    Gabriele Milani;Marco Valente

  • Basalt woven fiber reinforced vinylester composites: Flexural and electrical properties

    Salvatore Carmisciano;Igor Maria De Rosa;Fabrizio Sarasini;Alessio Tamburrano

  • Hybrid recycled glass fiber/wood flour thermoplastic composites: Manufacturing and mechanical characterization

    Marco Valente;Fabrizio Sarasini;Francesco Marra;Jacopo Tirillò

  • Comparative pushover and limit analyses on seven masonry churches damaged by the 2012 Emilia-Romagna (Italy) seismic events: Possibilities of non-linear finite elements compared with pre-assigned failure mechanisms

    Gabriele Milani;Marco Vincenzo Valente

  • Post-impact damage characterization of hybrid configurations of jute/glass polyester laminates using acoustic emission and IR thermography

    Igor M. De Rosa;Carlo Santulli;Fabrizio Sarasini;Marco Valente

  • Damage assessment and collapse investigation of three historical masonry palaces under seismic actions

    Marco Valente;Gabriele Milani

  • Historical masonry building aggregates: advanced numerical insight for an effective seismic assessment on two row housing compounds

    Marco Valente;Gabriele Milani;Ernesto Grande;Antonio Formisano

  • Effects of Geometrical Features on the Seismic Response of Historical Masonry Towers

    Marco Valente;Gabriele Milani

  • Damage assessment and partial failure mechanisms activation of historical masonry churches under seismic actions: Three case studies in Mantua

    Marco Valente;Gabriele Milani

  • Mechanical behaviour of jute cloth/wool felts hybrid laminates

    C. Santulli;F. Sarasini;J. Tirillò;T. Valente

  • Seismic vulnerability assessment and earthquake response of slender historical masonry bell towers in South-East Lombardia

    Marco Valente

  • Earthquake response and damage patterns assessment of two historical masonry churches with bell tower

    Unknown

  • Seismic behavior and damage assessment of two historical fortified masonry palaces with corner towers

    Unknown

  • The narthex of the Church of the Nativity in Bethlehem: A non-linear finite element approach to predict the structural damage

    Gabriele Milani;Marco Valente;Claudio Alessandri

  • Influence of corrosion effects on the seismic capacity of existing RC bridges

    Unknown

  • Damage survey, simplified assessment, and advanced seismic analyses of two masonry churches after the 2012 Emilia earthquake

    Marco Valente;Gabriele Milani

  • Post-impact mechanical characterisation of E-glass/basalt woven fabric interply hybrid laminates

    I. M. de Rosa;F. Marra;G. Pulci;C. Santulli

  • Advanced numerical strategies for seismic assessment of historical masonry aggregates

    Nicola Grillanda;Marco Valente;Gabriele Milani;Andrea Chiozzi

  • Earthquake-induced damage assessment and partial failure mechanisms of an Italian Medieval castle

    Marco Valente;Gabriele Milani

  • Seismic response and damage patterns of masonry churches: Seven case studies in Ferrara, Italy

    Marco Valente;Gabriele Milani

  • Alternative retrofitting strategies to prevent the failure of an under-designed reinforced concrete frame

    Marco Valente;Gabriele Milani

  • Base seismic isolation of a historical masonry church using fiber reinforced elastomeric isolators

    Ahmad Basshofi Habieb;Marco Valente;Gabriele Milani

  • Advanced numerical insights into failure analysis and strengthening of monumental masonry churches under seismic actions

    Marco Valente;Gabriele Milani

  • Role of inclination in the seismic vulnerability of bell towers: FE models and simplified approaches

    Gabriele Milani;Rafael Shehu;Marco Vincenzo Valente

Frequent Co-Authors

Gabriele Milani
Gabriele Milani Polytechnic University of Milan
Stefano Lenci
Stefano Lenci Marche Polytechnic University
Roberto Ballarini
Roberto Ballarini University of Houston
Antonio Tralli
Antonio Tralli University of Ferrara

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