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ProfessorMilani Gabriele
QualificationFull professor full time
Belonging DepartmentDipartimento di Architettura, Ingegneria delle Costruzioni e Ambiente Costruito
Scientific-Disciplinary SectorICAR/08 - Structural Mechanics
Curriculum VitaeDownload CV (1.16Mb - 10/12/2019)

Professor's office hours
A.B.C.----TuesdayFrom 10:00
To 18:00
+39.3495516064--ricevimento per appuntamento, preferibilmente fissato via e-mail
Professor's personal websitehttp://www.stru.polimi.it/IT/Personale.plp?category=docente;choosenletter=m;people=2217

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

List of publications and reserach products for the year 2023 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Contributions on scientific books
Simplified Numerical Tool for a Fast Strength Estimation of Squared Masonry Columns Reinforced with FRP Jackets (Show >>)
Conference proceedings
Fast stability analysis of masonry domes and vaults subjected to gravity-induced loads (Show >>)
Journal Articles
Debonding sawtooth analytical model and FE implementation with in-house experimental validation for SRG-strengthened joints subjected to direct shear (Show >>)
Experimental quasi-static out-of-plane test of a U-shaped brick masonry wall (Show >>)
Failures and damages of historical masonry structures induced by 2012 northern and 2016-17 central Italy seismic sequences: Critical issues and new perspectives towards seismic prevention (Show >>)
Probabilistic-based discrete model for the seismic fragility assessment of masonry structures (Show >>)
Simple non-linear numerical modelling of masonry arches reinforced with SRG using elasto-fragile and elasto-ductile truss finite elements (Show >>)

List of publications and reserach products for the year 2022 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Advanced methods of computational mechanics and simulation oriented to civil and industrial engineering (Show >>)
Contributions on scientific books
Introduction (Show >>)
NURBS-Based Limit Analysis of Masonry Vaults (Show >>)
Rigid Block Limit Analysis of Masonry Arches with Associated and Non-associated Slides (Show >>)
Survey and Monitoring Methods for Masonry Arches and Vaults (Show >>)
Conference proceedings
A Micro-Modeling Approach Applied to the TRM Debonding on Concave Masonry Substrates (Show >>)
A Simple and Low-Cost Numerical Model for FRP-Masonry Interface Behavior (Show >>)
A Tribute to Prof. Renato Olivito’s Career (Show >>)
A novel fast and low-cost masonry monitoring strategy and application on arches (Show >>)
A novel fast and low-cost masonry monitoring strategy for masonry arches (Show >>)
A rational simplified procedure for modelling TRM reinforcement on curved masonry elements (Show >>)
A simple numerical model based on knots for FRP to masonry interfaces (Show >>)
Adaptative Limit Analysis of in-Plane Loaded Partially Grouted Reinforced Masonry Shear Walls (Show >>)
Advanced Structural Investigation Through Structural Health Monitoring and Adaptive Limit Analysis: the Case of a Damaged Masonry Arch Bridge in India (Show >>)
Advanced and Simplified Modeling Approaches for the Study of the Bond Behavior of FRP Systems on Curved Masonry Substrates (Show >>)
Analysis of the seismic safety condition of the defensive walls of Cittadella (Show >>)
Behavior of Existing Structures under Earthquakes: Advancements in Analysis Methods and Retrofitting Systems (Show >>)
Closed-Form Solutions for FRP and FRCM Strengthening Brittle Substrates (Show >>)
Closed-form solution for NSM strengthening systems applied to brittle substrates (Show >>)
Closed-form solutions for FRP and FRCM strengthening systems applied to brittle substrates (Show >>)
Combined Adaptive Limit Analysis and Discrete FE Approach for the Structural Assessment of Skew Arches (Show >>)
Curved masonry supports strengthened with TRM materials: Advanced Fe modelling (Show >>)
Different Strategies for the Numerical Modeling of TRM-Reinforced Arches (Show >>)
Experimental Study on the Local Behavior of CFRP Anchor Spikes Fixed to Masonry Substrates (Show >>)
Fast 3D Adaptive Limit Analysis of Masonry Arch Bridges Interacting with Backfill (Show >>)
Fast Adaptive Limit Analysis of Masonry Arch Bridges in Presence of Differential Settlements of Bridge Piles (Show >>)
Innovative Computation of 3d M-N Domain from Cross-Section Graphic Analysis (Show >>)
Innovative Fiber Optic Sensor monitoring of delamination phenomenon for FRCM reinforced curved masonry pillars (Show >>)
Interactive Software for Behaviour Mapping of Masonry Arches (Show >>)
Modeling approaches and computational methods for masonry structures strengthened by fiber reinforced composite materials (Show >>)
Modelling of Curved Masonry Elements Reinforced with TRM: From a Detailed to a Simplified Approach (Show >>)
Novel 3D distinct element limit analysis model for the seismic vulnerability evaluation of historical masonry pagodas of major importance in China (Show >>)
Numerical Simulations of the Vulcanization Process of a Low Cost Elastomeric Seismic Isolator (Show >>)
Preliminary Study of a Neural Network Procedure for the Timely Detection of the Collapse of Historical Cultural Heritage Structures (Show >>)
Preliminary study on a novel Optimal Placed Sensors method based on Genetic Algorithm (Show >>)
Seismic vulnerability assessment for historical masonry aggregates (Show >>)
Shear Capacity Assessment of Dry Joint Masonry Panels Through Tilting Tests: Experimental Test and Numerical Representation (Show >>)
Simplified Micro-Modeling of Partially-Grouted Reinforced Masonry Shear Walls of Hollow Concrete Blocks (Show >>)
Simulation and Fast vulnerability analysis of a Chinese masonry pagoda (Show >>)
Welcome Message from the General Chairs (Show >>)
Journal Articles
A FE-Based Macro-Element for the Assessment of Masonry Structures: Linear Static, Vibration, and Non-Linear Cyclic Analyses (Show >>)
A Multi-Pier-Macro MPM method for the progressive failure analysis of full scale walls in two way bending (Show >>)
A novel Lower Bound Limit Analysis model with hexahedron elements for the failure analysis of laboratory and thin infill masonry walls in two-way bending (Show >>)
A vulnerability index based-approach for the historical centre of the city of Latronico (Potenza, Southern Italy) (Show >>)
Analysis of a complex masonry structure: the umbrella vault of thecamera picta in Masegra Castle, Sondrio (Show >>)
Development of a Low-Cost Numerical Model for FRP-Masonry Interface Behaviour (Show >>)
Experimental characterization of the textile-to-mortar bond through distributed optical sensors (Show >>)
High Damping Rubber Isolators for Low-Rise Masonry Buildings (Show >>)
Influence of internal defects of semi grouted sleeve connections on the seismic performance of precast monolithic concrete columns (Show >>)
Interactive software for mapping concentrated displacements in masonry arches (Show >>)
Joint Stiffness Influence on the First-Order Seismic Capacity of Dry-Joint Masonry Structures: Numerical DEM Investigations (Show >>)
NURBS solid modeling for the three-dimensional limit analysis of curved rigid block structures (Show >>)
Nonlinear finite and discrete element simulations of multi-storey masonry walls (Show >>)
Nonlinear modeling of the seismic response of masonry structures: critical review and open issues towards engineering practice (Show >>)
Novel non-linear static numerical model for curved masonry structures based on a combined adaptive limit analysis and discrete FE computations (Show >>)
Numerical study of the effect of Post-Liquefaction settlements on the response of infilled RC-frames (Show >>)
Seismic performance of Unbonded Fiber-Reinforced Elastomeric Isolators (UFREI) made by recycled rubber. Influence of suboptimal crosslinking (Show >>)
Shear design equation and updated fragility functions for partially grouted reinforced masonry shear walls (Show >>)
Simple approach to evaluate the influence of seismic residual displacements on post-liquefaction settlements of RC-frames (Show >>)
Simple lower bound limit analysis model for masonry double curvature structures (Show >>)
Simple model with in-parallel elasto-fragile trusses to characterize debonding on FRP-reinforced flat substrates (Show >>)
The behavior mapping of masonry arches subjected to lumped deformations (Show >>)
Vulcanization degree influence on the mechanical properties of Fiber Reinforced Elastomeric Isolators made with reactivated EPDM (Show >>)
Work-path approach seismic modelling of hinge-controlled masonry arches (Show >>)

List of publications and reserach products for the year 2021 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Preface to the MiniSymposium: "Experimental and Computational Assessment of the Nonlinear Response of Heterogeneous Structures and Multiphase Systems, at Different Scales". ICCMSE 2020. (Show >>)
Conference proceedings
3D advanced numerical modelling of a catalan-layered masonry vault unreinforced and reinforced with glass-TRM materials and subjected to vertical support movements (Show >>)
A NURBS-based numerical approach for the assessment of masonry vaults undergoing differential settlements (Show >>)
A novel genetic algorithm homogeneous approach for the in-plane analysis of masonry walls subjected to settlements (Show >>)
A two-step procedure for the numerical analysis of curved masonry structures (Show >>)
Adaptive NURBS based local failure analyses of retrofitted masonry aggregates (Show >>)
Advanced numerical prediction of unreinforced U-shaped masonry walls loaded out-of-plane (Show >>)
Behaviour factor assessment of ancient masonry towers through an innovative simplified pushover method (Show >>)
Dynamic analysis of masonry chimneys by means of a simple Rigid Beam Model (Show >>)
Experimental study on rubber compounds made of reactivated EPDM for fiber reinforced elastomeric isolators (Show >>)
FE modeling of a seismic isolator made of HDR and regenerated EPDM (Show >>)
FE pushover analyses of a 20th-century masonry chimney in Spain: Collapse behaviour and numerical uncertainties (Show >>)
Full 3D CAD procedure for the limit analysisi of longhu Pagoda in China (Show >>)
Influence of crosslinking on the seismic performance of unbonded fiber reinforced elastomeric isolators (UFREI) made of regenerated rubber (Show >>)
Low-cost rubber compounds for fiber-reinforced elastomeric isolators: Recovered powders and waste oils from rubber manufacturing processes (Show >>)
Modelling of unreinforced periodic masonry panels tested under two-way bending via a non-linear discrete homogenized strategy (Show >>)
Numerical validation of a heterogeneous FE approach for the analysis of TRM debonding on curved masonry substrates (Show >>)
Role of repeated seismic events on the collapse of two Calidaria in Rome dating back to the imperial age (Show >>)
Seismic vulnerability assessment of Longhu Pagoda, Sichuan, China (Show >>)
Seismic vulnerability of masonry historical structures: A simple adaptive nurbs FE approach for the limit and the subsequent non-linear static analysis with few dofs (Show >>)
Three-dimensional analysis of masonry vaults subjected to differential settlements (Show >>)
Validation of a detailed micro-modeling approach for in-plane loaded partially-grouted reinforced masonry shear walls (Show >>)
Journal Articles
A Multi-Pier-Macro MPM method for the progressive failure analysis of perforated masonry walls in-plane loaded (Show >>)
A Rigid-Beam-Model for studying the dynamic behaviour of cantilever masonry walls (Show >>)
A micro-modeling approach for the prediction of TRM bond performance on curved masonry substrates (Show >>)
A two-step automated procedure based on adaptive limit and pushover analyses for the seismic assessment of masonry structures (Show >>)
Advanced Modeling of a Historical Masonry Umbrella Vault: Settlement Analysis and Crack Tracking via Adaptive NURBS Kinematic Analysis (Show >>)
Advanced Seismic Assessment of Four Masonry Bell Towers in Italy after Operational Modal Analysis (OMA) Identification (Show >>)
An iterative rectification procedure analysis for historical timber frames: Application to a cultural heritage Chinese Pavilion (Show >>)
Comprehensive Evaluation Method of Historical Timber Structural Building Taking Fujiu Zhou House as an Example (Show >>)
Creating a finite element mesh of non-periodic masonry from the measurement of its geometrical characteristics: A novel automated procedure (Show >>)
Debonding mechanism of FRP strengthened flat surfaces: Analytical approach and closed form solution (Show >>)
Design of isolated masonry housing using re-cycled rubber materials (Show >>)
Detailed micro-modeling of partially grouted reinforced masonry shear walls: extended validation and parametric study (Show >>)
Discontinuous approaches for nonlinear dynamic analyses of an ancient masonry tower (Show >>)
Dynamic damage identification for a full-scale parabolic tuff barrel vault under differential settlements of the supports (Show >>)
Dynamic modelling structure of hinge-controlled masonry arches and 2D accelerations (Show >>)
Fe vs. De modeling for the nonlinear dynamics of a historic church in central italy (Show >>)
Influence of Stereotomy on Discrete Approaches Applied to an Ancient Church in Muccia, Italy (Show >>)
Internet of Things (IoT) for masonry structural health monitoring (SHM): Overview and examples of innovative systems (Show >>)
Longhu pagoda: Advanced numerical investigations for assessing performance at failure under horizontal loads (Show >>)
Mechanical model based on a BVP for FRPs applied on flat and curved masonry pillars with anchor spikes (Show >>)
Model Updating of Historical Belfries Based on Oma Identification Techniques (Show >>)
Modeling of FRCM strengthening systems externally applied on curved masonry substrates (Show >>)
Modelling the experimental seismic out-of-plane two-way bending response of unreinforced periodic masonry panels using a non-linear discrete homogenized strategy (Show >>)
NURBS upper bound prey-predator scheme for collapse analysis of masonry vaults (Show >>)
Numerical study of the bond behavior of DMF systems (Show >>)
Numerical study on rubber compounds made of reactivated ethylene propylene diene monomer for fiber reinforced elastomeric isolators (Show >>)
Optimal vulcanization of unbonded fiber reinforced elastomeric isolator devices (Show >>)
Preliminary study of an ancient earthquake-proof construction technique monitoring via an innovative structural health monitoring system (Show >>)
Procedure for the numerical characterization of the local bond behavior of FRCM (Show >>)
Quasi-static testing of concrete masonry shear walls with different horizontal reinforcement schemes (Show >>)
Relation between activation energy and induction in rubber sulfur vulcanization: An experimental study (Show >>)
SHM of a severely cracked masonry arch bridge in India: Experimental campaign and adaptive NURBS limit analysis numerical investigation (Show >>)
Seismic protection of masonry buildings by means of a reactivated epdm-fiber reinforced elastomeric isolation system (Show >>)
Seismic protection of unreinforced masonry buildings by means of low cost elastomeric isolation systems (Show >>)
Simplified micro-modeling of partially-grouted reinforced masonry shear walls with bed-joint reinforcement: Implementation and validation (Show >>)
Structural Health Monitoring of Architectural Heritage: From the past to the Future Advances (Show >>)
The 2016 Central Italy seismic sequence: linear and non-linear interpretation models for damage evolution in S. Agostino’s church in Amatrice (Show >>)
The effect of ground motion vertical component on the seismic response of historical masonry buildings: The case study of the Banloc Castle in Romania (Show >>)
Three-dimensional adaptive limit analysis of masonry arch bridges interacting with the backfill (Show >>)
Tilting plane tests for the ultimate shear capacity evaluation of perforated dry joint masonry panels. Part I: Experimental tests (Show >>)
Tilting plane tests for the ultimate shear capacity evaluation of perforated dry joint masonry panels. Part II: Numerical analyses (Show >>)

List of publications and reserach products for the year 2020 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Contributions on scientific books
Innovative voxel approach for homogenized out-of-plane analysis of non-periodic masonry walls (Show >>)
Conference proceedings
Adaptive limit analysis of historical masonry structures modeled as nurbs solids (Show >>)
An automatic and fast procedure for the numerical analysis of curved masonry structures (Show >>)
An experimental study on the effectiveness of cfrp reinforcements applied to curved masonry pillars (Show >>)
An innovative voxel-based approach for the out-of-plane homogenized limit analysis of non-periodic multi-leaf masonry walls (Show >>)
Automatic CAD kinematic limit analysis approach for the limit analysis of masonry towers (Show >>)
Automatic assessment of partial failure mechanisms in retrofitted historical masonry aggregates through adaptive nurbs limit analysis (Show >>)
Dynamic Identification of the Damage for a Parabolic Tuff Barrel Vault with Differential Settlements of the Supports (Show >>)
Fast discrete homogenization approach for the analysis under out-of-plane loads of unenforced and TRM reinforced masonry panels (Show >>)
Fast seismic vulnerability evaluation of Wenfeng Pagoda in Yangzhou,PRC (Show >>)
Full-scale Dynamic Tests on Unreinforced and GFRCM-reinforced Apulian Tuff Masonry Arches (Show >>)
Non-linear dynamic joint selection strategy for hinge controlled masonry arches (Show >>)
Numerical analysis of the bond behavior of frp applied to masonry curved substrates with anchor spikes (Show >>)
On unilateral contact between rigid masonry blocks (Show >>)
Out-of-plane homogenized failure surfaces of masonry through a novel voxel approach (Show >>)
Seismic analysis and retrofitting of civil engineering structures (Show >>)
Seismic performance of a masonry house prototype retrofitted using FRP (Show >>)
Seismic vulnerability evaluation of longhu pagoda, sichuan, prc (Show >>)
Settlement analysis of the masonry umbrella vault of the Masegra Castle (Show >>)
The modelling of multiple leaf masonry walls of the arquata del tronto fortress as a non-smooth dynamical system (Show >>)
Vulcanization of regenerated rubber pads for seismic base isolation of low rise masonry buildings (Show >>)
Vulnerability assessment of masonry aggregates through an automated NURBS-based limit analyst approach (Show >>)
Journal Articles
3D homogenized limit analysis of non-periodic multi-leaf masonry walls (Show >>)
3D voxel homogenized limit analysis of single-leaf non-periodic masonry (Show >>)
A Genetic Algorithm adaptive homogeneous approach for evaluating settlement-induced cracks in masonry walls (Show >>)
A Multi-Pier MP method for the non-linear static analysis of out-of-plane loaded masonry walls (Show >>)
A Multi-Pier MP procedure for the non-linear analysis of in-plane loaded masonry walls (Show >>)
A fast modeling approach for numerical analysis of unreinforced and FRCM reinforced masonry walls under out-of-plane loading (Show >>)
A numerical procedure for the force-displacement description of out-of-plane collapse mechanisms in masonry structures (Show >>)
ANUB-Aggregates: a fully automatic NURBS-based software for advanced local failure analyses of historical masonry aggregates (Show >>)
Advanced numerical analyses by the Non-Smooth Contact Dynamics method of an ancient masonry bell tower (Show >>)
Advanced numerical strategies for seismic assessment of historical masonry aggregates (Show >>)
Automatic mesh generator for the non-linear homogenized analysis of double curvature masonry structures (Show >>)
Behavior of traditional Chinese mortise-tenon joints: Experimental and numerical insight for coupled vertical and reversed cyclic horizontal loads (Show >>)
Bond behaviour of FRP strengthening applied on curved masonry substrates: Numerical study (Show >>)
Crumbling of amatrice clock tower during 2016 central Italy seismic sequence: Advanced numerical insights (Show >>)
Development of an interface numerical model for C-FRPs applied on flat and curved masonry pillars (Show >>)
Efficient meta-heuristic mesh adaptation strategies for NURBS upper–bound limit analysis of curved three-dimensional masonry structures (Show >>)
Experimental and numerical analyses of unreinforced masonry wall components and building (Show >>)
Failure analysis of a Portuguese cultural heritage masterpiece: Bonet building in Sintra (Show >>)
Fast brick-based homogenized limit analysis for in- and out-of-plane loaded periodic masonry panels (Show >>)
Guest editorial for the special issue of selected and extended papers presented at the 10th International Masonry Conference (Show >>)
Heterogeneous FE model for single lap shear tests on FRP reinforced masonry curved pillars with spike anchors (Show >>)
Limit analysis of masonry arch bridges through an adaptive GA-NURBS upper-bound approach (Show >>)
Masonry structures in the presence of foundation settlements and unilateral contact problems (Show >>)
Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification (Show >>)
Modeling of the Tensile Behavior FRCM Systems for Repair and Strengthening Interventions of Masonry Structures (Show >>)
NURBS-based kinematic limit analysis of FRP-reinforced masonry walls with out-of-plane loading (Show >>)
Numerical homogenization-based seismic assessment of an English-bond masonry prototype: Structural level application (Show >>)
Numerical simulation of the tensile behavior of FRCM strengthening systems (Show >>)
Preface: Themed Issue on: Masonry Research in the Third Millennium: From Theory to Practical Applications (Show >>)
Rubber compounds made of reactivated EPDM for fiber-reinforced elastomeric isolators: an experimental study (Show >>)
Seismic capacity and multi-mechanism analysis for dry-stack masonry arches subjected to hinge control (Show >>)
Seismic response evaluation of ten tuff masonry churches with basilica plan through advanced numerical simulations (Show >>)
Seismic vulnerability of masonry buildings: Numerical insight on damage causes for residential buildings by the 2016 central Italy seismic sequence and evaluation of strengthening techniques (Show >>)
Simple bisection procedure in quickly convergent explicit ODE solver to numerically analyze FRCM strengthening systems (Show >>)
Theoretical model for the study of the tensile behavior of FRCM reinforcements (Show >>)
Three-dimensional discrete element modelling of rubble masonry structures from dense point clouds (Show >>)

List of publications and reserach products for the year 2019 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Preface (Show >>)
Contributions on scientific books
Advanced finite element modeling of textile-reinforced mortar strengthened masonry (Show >>)
Fiber reinforced polymer strengthened masonry: Delamination, experimental and numerical issues (Show >>)
Homogenization limit analysis (Show >>)
Homogenization models for nonlinear and limit analysis of FRP-strengthened masonry (Show >>)
Seismic assessment of historical masonry structures through advanced nonlinear dynamic simulations: Applications to castles, churches, and palaces (Show >>)
Conference proceedings
3D limit analysis voxel approach for the homogenization of masonry with irregular bond (Show >>)
A probablistic framework using a discrete Fe-based homogenized model for the in- And out-of-plane analysis of masonry structures (Show >>)
An innovative structural health monitoring system for the preliminary study of an ancient anti-seismic construction technique (Show >>)
An integrated kinetic-Fe vulcanization model to predict the optimal curing of thick rubber pads for applications in seismic isolation (Show >>)
Application of homogenization approaches for modeling of FRCM-strengthened masonry (Show >>)
Automated procedure for the creation of finite element mesh: Application to non-periodic historical masonry (Show >>)
Bond mechanism of FRPs externally applied to curved masonry structures: Experimental outcomes and numerical modeling (Show >>)
Cultural Heritage and earthquake: The case study of San Francesco’s church in Amandola (Central Italy) (Show >>)
Damage assessment by the non-smooth contact dynamics method of the iconic crumbling of the clock tower in Amatrice after the 2016 Central Italy seismic sequence (Show >>)
Design, analysis and retrofitting of civil structures and infrastructures in Seismic Prone Areas (Show >>)
Diagonal Compressive Tests on Double Wythe Brick Ancient Masonry Panels Unreinforced and Reinforced with Innovative Cement Based Materials: Advanced FE Simulations (Show >>)
Dynamic Behaviour Analysis of an English-Bond Masonry Prototype Using a Homogenized-Based Discrete FE Model (Show >>)
Dynamic response of FRCM reinforced masonry arches (Show >>)
Experimental and Numerical Analysis of Historical Aseismic Construction System (Show >>)
Experimental and numerical analysis of FRCM strengthened parabolic tuff barrel vault (Show >>)
Experimental and numerical analysis of the effectiveness of FRCM strengthening on a parabolic tuff barrel vault (Show >>)
Experimental and numerical analysis on an ancient anti-seismic technique (Show >>)
Experimentation and numerical modelling of recycled rubber pads for seismic isolation under accelerated ageing (Show >>)
Experimentation and numerical modelling of recycled rubber pads under ageing for base seismic isolation of a historical masonry church (Show >>)
Finite Element Thrust Line Analysis (FETLA) Based Sensitivity Analysis of the Thrust Line of a Masonry Dome with Tension Rings (Show >>)
Finite Hinge Stiffness and its Effect on the Capacity of a Dry-Stack Masonry Arch Subjected to Hinge Control (Show >>)
Full 3D CAD procedure for the speedy evaluation of the seismic vulnerability of masonry towers (Show >>)
Increase in Seismic Resistance for a Full-Scale Dry Stack Masonry Arch Subjected to Hinge Control (Show >>)
Influence of axial load on shear properties of HDRBs (Show >>)
Irrecoverable Collapse Time for a Fixed-Hinge Dry-Stack Arch Under Constant Horizontal Acceleration (Show >>)
Non-linear dynamic behaviour of a masonry arch subjected to hinge control (Show >>)
Non-linear homogenized and heterogeneous Fe models for FRCM reinforced masonry walls out-of-plane loaded (Show >>)
Numerical models for simulating the dynamic behaviour of freestanding ancient columns (Show >>)
Nurbs-based upper bound limit analysis of FRP reinforced masonry vaults through an efficient mesh adaptation scheme (Show >>)
On collapse behavior of reinforced masonry domes under seismic loads (Show >>)
On the Stability Analysis of a Geometrically Complex Leaning Historic Structure (Show >>)
Open challenges towards a seismic protection of new and existing buildings (Show >>)
Post-cracking B-FRCM strengthening of a traditional anti-seismic construction technique (Casa baraccata): Extensive experimental investigations (Show >>)
Relaxation test and numerical modeling of rubber for seismic base isolation (Show >>)
Seismic assessment of masonry aggregates: A NURBS-based limit analysis computational tool (Show >>)
Seismic vulnerability of masonry walls through an innovative voxel limit analysis homogenization approach (Show >>)
Simple Homogenized Numerical Model for the Analysis of Multi-leaf Masonry Walls (Show >>)
Some considerations about the effects of the bonding length on the effectiveness of spike anchors in cfrp reinforcements of masonry (Show >>)
Study of the interface behaviour between fictile tubules bricks and mortar: Numerical and experimental analysis (Show >>)
The Non-smooth tale of “Apennine Churches” stroked by the Central Italy Earthquakes of 2016 (Show >>)
Three-dimensional analysis of a damaged masonry arch bridge under horizontal load (Show >>)
Voxel approach for 3D in-plane homogenized failure surfaces of non-periodic masonry (Show >>)
Vulnerability Evaluation of Historical Masonry Structures: Italian Churches and Towers (Show >>)
Scientific Books
Numerical modeling of masonry and historical structures: From theory to application (Show >>)
Journal Articles
2D pixel homogenized limit analysis of non-periodic masonry walls (Show >>)
Advanced non-linear numerical modeling of masonry groin vaults of major historical importance: St John Hospital case study in Jerusalem (Show >>)
Advanced numerical insights into failure analysis and strengthening of monumental masonry churches under seismic actions (Show >>)
Base seismic isolation of a historical masonry church using fiber reinforced elastomeric isolators (Show >>)
Collapse behavior of masonry domes under seismic loads: An adaptive NURBS kinematic limit analysis approach (Show >>)
Curved masonry pillars reinforced with anchored CFRP sheets: An experimental analysis (Show >>)
Damage assessment and collapse investigation of three historical masonry palaces under seismic actions (Show >>)
Damage survey, simplified assessment, and advanced seismic analyses of two masonry churches after the 2012 Emilia earthquake (Show >>)
Diagram based assessment strategy for first-order analysis of masonry arches (Show >>)
Dynamic behavior of an inclined existing masonry tower in Italy (Show >>)
Dynamic behaviour of ancient freestanding multi-drum and monolithic columns subjected to horizontal and vertical excitations (Show >>)
Earthquake-induced damage assessment and partial failure mechanisms of an Italian Medieval castle (Show >>)
Effectiveness of different base isolation systems for seismic protection: Numerical insights into an existing masonry bell tower (Show >>)
Fast Vulnerability Evaluation of Masonry Towers by Means of an Interactive and Adaptive 3D Kinematic Limit Analysis with Pre-assigned Failure Mechanisms (Show >>)
Historical masonry building aggregates: advanced numerical insight for an effective seismic assessment on two row housing compounds (Show >>)
Hybrid seismic base isolation of a historical masonry church using unbonded fiber reinforced elastomeric isolators and shape memory alloy wires (Show >>)
Implementation of a simple novel Abaqus user element to predict the behavior of unbonded fiber reinforced elastomeric isolators in macro-scale computations (Show >>)
Modelling of the bond behaviour of curved masonry specimens strengthened by CFRP with anchor spikes (Show >>)
Multi-tiered Nepalese temples: Advanced numerical investigations for assessing performance at failure under horizontal loads (Show >>)
Numerical kinetic model with regularization for NR–PB natural and poly-butadiene rubber blends: implementation and validation against experimental data (Show >>)
Optimal production of tires through an integrated experimental, kinetic and finite element Fe modelling approach (Show >>)
Seismic vulnerability analysis and retrofitting of the SS. Rosario church bell tower in finale emilia (Modena, Italy) (Show >>)
Validation of a two-step simplified compatible homogenisation approach extended to out-plane loaded masonries (Show >>)
manifesti v. 3.5.10 / 3.5.10
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