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1.	Original version of the author's contribution as presented on CD, section: .: PDF SEISMIC PROTECTION OF HEAVY NON-STRUCTURAL MONOLITHIC OBJECTS AT THE TOP OF A HISTORICAL MASONRY CONSTRUCTION THROUGH BASE ISOLATION Chiozzi, Andrea ; Tralli, Antonio This contribution addresses the problem of earthquake protection of heavy nonstructural monolithic objects, which are usually placed at the top of historical masonry cons [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, section: .: PDF 3D FE PUSHOVER AND NON-LINEAR DYNAMIC ANALYSES OF A MASONRY CHIMNEY BEFORE AND AFTER SHORTENING Bertolesi, Elisa ; Tralli, Antonio A masonry chimney 50 meters high, severely damaged by the May 2012 Emilia-Romagna (Italy) seismic sequence is numerically analyzed by means of non linear static and dynam [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, section: [MS27] Advanced numerical methods for historical masonry monuments preservation in seismic zone .: PDF NUMERICAL INVESTIGATION ON THE SEISMIC RESPONSE OF HISTORICAL TOWERS Castellazzi, Giovanni ; Tralli, Antonio Michele The numerical investigation on the seismic behavior of a non-isolated historical masonry tower is presented and discussed. The tower under study is the main tower of the [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, section: [MS27] Advanced numerical methods for historical masonry monuments preservation in seismic zone .: PDF FAST KINEMATIC LIMIT ANALYSIS OF MASONRY WALLS WITH OUT-OF-PLANE LOADING Chiozzi, Andrea ; Tralli, Antonio Masonry structures represent one of the commonest structural typologies for buildings worldwide. In particular, masonry walls constitute, by far, the prevailing elementar [...] Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, page 2869, code TS.SM15-2.03 .: PDF Fast kinematic limit analysis of masonry vaults: A new ga-nurbs based approach Tralli, Antonio The present paper proposes a new Genetic Algorithm NURBS-based approach for the homogenized limit analysis of masonry vaults based on an upper bound formulation. A given [...] Detailed record - Similar records
6.	Original version of the author's contribution as presented on CD, section: Computational assessment of seismic performance of masonry structures - ii (MS).: PDF A predictive model for the seismic safety assessment of school masonry buildings Bucchi, A. ; Tralli, A. In recent years, the seismic safety assessment of school buildings has become a strategic topic for the Italian community. In fact, the dramatic collapse of the San Giuli [...] Detailed record - Similar records
7.	Original version of the author's contribution as presented on CD, paper No. 0729.: PDF Fibre Reinforced Polymers (FRP) strips in series with Shape Memory Alloy (SMA) wires: theory, application and experimental results of a prototypal anti-seismic device in the framework of the MAMAS project Indirli, Maurizio ; Fagone, Mario Detailed record - Similar records

See also: similar author names
5	Tralli, Antonio
1	Tralli, Antonio Michele

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