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DESIGN COMPETITION FOR THE REDEVELOPMENT OF THE HISTORIC CENTRE OF THE MUNICIPALITY OF CASTELFRANCO EMILIA
Competitions, Competitions
#156

DESIGN COMPETITION FOR THE REDEVELOPMENT OF THE HISTORIC CENTRE OF THE MUNICIPALITY OF CASTELFRANCO EMILIA

Gallery 21 March 2014 admin

Year 2007
Municipality of Castelfranco Emilia (MO)
(2nd place)

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Video

  1. National conference promoted by the STAR – CODAU Group, scheduled in Urbino from 12 to 14 March 2026, dedicated to the themes of urban planning, the social function of public works, and the structural safety of historic building heritage.

    In Session II, “Structural safety and vulnerability: historic buildings and public heritage”, Eng. Arch. Massimo Mariani, President of the Sisto Mastrodicasa Study Centre, speaks on the causes of structural failures in masonry buildings and on the main methods of diagnosis and intervention.

  2. In his speech at SAIE Lab Perugia, Massimo Mariani calls into question many of the certainties of traditional seismic engineering. Starting from the comparison between Norcia and Amatrice, he highlights how prevention and widespread structural improvement interventions can save lives. At the center of the reflection is the real behavior of historic masonry, often far from theoretical models based on classical mechanics. Mariani introduces the concept of masonry disintegration, a phenomenon that leads to the loss of internal cohesion and the progressive collapse of buildings. He further emphasizes

  3. In this video Massimo Mariani presents the first 10 paragraphs of his new book "INTERVENTI DI CONSOLIDAMENTO E RESTAURO DEGLI EDIFICI IN MURATURA. PARTICOLARI COSTRUTTIVI", published in collaboration with INGENIO.

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    January 29, 2017

AUDIO – Massimo Mariani on the state of Infrastructure in Italy – Radio Monte Carlo 26-11-2019

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RECENT SCIENTIFIC ARTICLES

  • Sliding and fixed restraints for the main roof framing in the consolidation of masonry buildings and interventions on stairs

    Improving constraints and connections without altering existing structures is the principle shared by three interventions on masonry buildings: the reinforcement of a staircase, the reduction of structural interferences in the roof of a cloister, and the anchoring of trusses and timber beams.

    Construction Details 25 September 2026
  • Vulnerable masonry and seismic risk: why the Technical Standards must be revised

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  • Reinforcement of openings in masonry buildings with flat steel sections avoiding demolition of jambs and lintels

    The article presents three interventions dedicated to the framing of openings, the reinforcement of arches and lintels, and the consolidation of an opening in a slender load-bearing masonry wall damaged by the earthquake.

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    Ineffectiveness of the linear oscillator theory of the seismic dynamics of vulnerable masonry structures without a prior intervention to restore their integrity.

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