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Information on didactic, research and institutional assignments on this page are certified by the University; more information, prepared by the lecturer, are available on the personal web page and in the curriculum vitae indicated on this webpage.
Information
LecturerMilani Gabriele
QualificationFull professor full time
Belonging DepartmentDipartimento di Architettura, Ingegneria delle Costruzioni e Ambiente Costruito
Scientific-Disciplinary SectorCEAR-06/A - Mechanics Of Solids And Structures
Curriculum VitaeDownload CV (1.16Mb - 10/12/2019)
OrcIDhttps://orcid.org/0000-0001-5462-3420

Contacts
Office hours
DepartmentFloorOfficeDayTimetableTelephoneFaxNotes
A.B.C.------TuesdayFrom 10:00
To 18:00
+39.3495516064---ricevimento per appuntamento, preferibilmente fissato via e-mail
E-mailgabriele.milani@polimi.it
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 2025 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Conference proceedings
A non-linear FE model for the collapse behaviour of masonry domes: the case study of the dome of Anime Sante in L’Aquila (Show >>)
On the Stability of Masonry Arches Through Limit Analysis and a Nonlinear Finite Element-Based Method (Show >>)
Journal Articles
Preface to the Special issue: ‘‘Integrated approaches for the mechanics of masonry structures: Novel strategies for experimental characterization, mathematical modelling and computer simulations’’ (Show >>)


List of publications and reserach products for the year 2024 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Prefazione/Postfazione
Welcome Message from the General Chairs (Show >>)
Contributions on scientific books
Lateral Capacity Assessment of the Main Pyramid of Huaca de la Luna (Peru) Using 2D Finite Element Macroblock Model (Show >>)
Conference proceedings
A Fast Numerical Model for Describing the Bond Behavior of FRCM Reinforced System (Show >>)
A New Analytical Model for FRCM Coupons (Show >>)
A Numerical Model for FRCM Reinforced System Based on Bisection Procedure (Show >>)
Development of a Computational Limit Analysis-Based Tool for Seismic Vulnerability Assessment in Historical Masonry Buildings (Show >>)
Influence of Interfacial Bond Properties on the Structural Response of Concrete Bonded with FRP (Show >>)
Investigation of Advanced Seismic Isolator Coupled with S-shaped Steel Dampers (Show >>)
Italian Seismic Damage Prevention Policies for the Built Heritage: Efficacy and New Perspectives (Show >>)
Lateral Behavior of a Circular High-Damping Unbonded Fiber-Reinforced Elastomeric Isolator (UFREI) (Show >>)
Non-Linear Analytical Model for FRCM Coupon in Tension (Show >>)
Nonlinear Static Analysis of Global Vipassana Pagoda by Means of a Novel FE-Based Method: Modelling Strategy (Show >>)
Nonlinear Static Analysis of Global Vipassana Pagoda by Means of a Novel FE-Based Method: Results (Show >>)
Novel Continuous Limit Analysis Modeling with Deformable Polygon Discretization (Show >>)
Numerical Approaches for the Study of the Bond Behavior of FRP/FRCM Strengthening Systems Externally Applied to Curved Masonry Structures (Show >>)
Numerical Modelling of Bond Behavior in FRCM Composites Strengthened Curved Substrate Using Double Shooting Approach (Show >>)
On the Nonlinear Behaviour of Domes Subjected to Point Loads on the Crown (Show >>)
Preliminary Assessment of a Composite Historical Masonry Column Subjected to Concentrated Loads (Show >>)
Seismic Fragility Analysis of Precast Concrete Sandwich Wall Panel Structure (Show >>)
Sensitivities of Interfacial Bond-Sip Properties in Predicting the Behaviour of FRP-Strengthened Concrete (Show >>)
Simple Associated and Non-Associated Heterogeneous Limit Analyses for Reinforced Masonry Arches (Show >>)
Simple Truss Finite Element to Model FRCM Strengthened Specimens in Single Lap Shear Tests (Show >>)
Simulation for a Low-Rise Masonry House Using Seismic Isolator with and Without S-shaped Steel Dampers (Show >>)
Structural Dynamic Analysis of Huqiu Pagoda Under the Influence of Earthquake (Show >>)
The Bond Behaviour of FRP and FRCM Strengthening Sheets Externally Bonded to Masonry Pillars: An Experimental Based Comparison (Show >>)
The Influence of Shape Factors on the Lateral Response of Fiber Reinforced Isolators of Different Boundary Conditions: Finite Element Analysis (Show >>)
Journal Articles
A novel analytical model for fiber reinforced cementitious matrix FRCM coupons subjected to tensile tests (Show >>)
A proposal for the numerical modelling of monotonic and cyclic behaviour of masonry infilled reinforced concrete frames (Show >>)
An experimental and numerical insight into the unbonded and partially bonded high-damping fiber-reinforced elastomeric isolators (Show >>)
Analysis of low temperature flexural creep properties of mineral powder reinforced asphalt MPRA through combined experimentation and finite element simulation (Show >>)
Assessment of the seismic failure of reinforced concrete structures considering the directional effects of ground motions (Show >>)
Closed form solutions in limit analysis for masonry cloister vaults and domes subjected to concentrated vertical loads applied at the top crown (Show >>)
Double shooting method for FRCM reinforced systems in debonding problems (Show >>)
Effectiveness of Different Configurations of Ferrocement Retrofitting for Seismic Protection of Confined Masonry: A Numerical Study (Show >>)
Efficient image-based homogenized limit analysis for irregular masonry with lumped mortar joints representation (Show >>)
Evolutionary numerical model for cultural heritage structures via genetic algorithms: a case study in central Italy (Show >>)
Experimental and numerical evaluation of geometrical imperfection effects on the load bearing capacity of small-scaled voussoir arches (Show >>)
Failure analysis of existing structures and infrastructures under extreme events and long-term actions (Show >>)
Fast Limit Analysis of Domes Belonging to the Architectural Heritage Under Different Hypotheses on Masonry Strength (Show >>)
Generalised analytical solutions for linear and non-linear bond–slip models for externally bonded FRP to a concrete substrate (Show >>)
High-damping fiber-reinforced elastomeric seismic isolator in different boundary conditions: An experimental insight (Show >>)
Kinetic mathematical model with induction and reversion for the vulcanization of natural rubber and ethylene propylene diene monomer blend (Show >>)
Mechanistic model for the compression strength prediction of masonry columns strengthened with fibre–polymer composites (Show >>)
Non-linear 1D 16-DOF finite element for Fiber Reinforced Cementitious Matrix (FRCM) strengthening systems (Show >>)
Novel block element with axial-only deformation for limit analysis of masonry arch bridges (Show >>)
Numerical and experimental study on the low temperature rheological performance of basalt fiber reinforced asphalts (Show >>)
Numerical generation and verification of a two-dimensional virtual asphalt mixture (Show >>)
Seismic behavior of novel resilient and corrosion-resistant composite columns using strain-hardening engineered cementitious composites and steel-FRP composite bars (Show >>)
Semi-analytical approach for curved masonry pillars reinforced with FRCM (Show >>)
Shake table tests on a rigid block isolated with high-damping unbonded fiber-reinforced elastomeric isolators (Show >>)
Simple Nonlinear Numerical Modeling for Unreinforced and FRP-Reinforced Masonry Domes (Show >>)
Simple double shooting approach with bisection for FRCM reinforced curved masonry prisms subjected to shear (Show >>)


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
INVESTIGATING THE SEISMIC RESPONSE OF URM WALLS WITH IRREGULAR OPENING LAYOUT THROUGH DIFFERENT MODELING APPROACHES (Show >>)
Simplified Numerical Tool for a Fast Strength Estimation of Squared Masonry Columns Reinforced with FRP Jackets (Show >>)
Conference proceedings
'HYBRID' FULL MODELS FOR SEISMIC ASSESSMENT OF MASONRY AGGREGATES THROUGH PUSHOVER ANALYSIS (Show >>)
APPLICATION OF A GENERAL PURPOSE DISTINCT ELEMENT MODEL (DEM) FOR THE SEISMIC VULNERABILITY PREDICTION OF MASONRY AGGREGATES (Show >>)
An Analytical Approach for Describing the Bond Mechanism Between FRP and Curved Masonry Substrate (Show >>)
An Analytical Model for Describing Tensile Behavior of FRCM (Show >>)
Analysis of Gothic Masonry Arches Through a Fully Three-Dimensional Kinematic Limit Analysis Approach (Show >>)
COMPARISON OF THE RECORDED SEISMIC SIGNALS FOR THE 2012 EMILIA AND 2016 CENTRAL ITALY SEISMIC SEQUENCES WITH THE DESIGN EARTHQUAKES BASED ON THE PSHA APPROACH (Show >>)
COMPRESSIVE BEHAVIOUR OF A CIRCULAR UNBONDED FIBER-REINFORCED ELASTOMERIC ISOLATOR (UFREI) (Show >>)
Collapse Analysis of Reinforced Masonry Arches: A Comparison of Associated and Non-associated Sliding (Show >>)
Crack detection in historical masonry structures using efficient image processing: Application on a masonry bridge in Iran (Show >>)
Experimental Study On Rubber Compounds for Fiber-Reinforced Elastomeric Isolators (Show >>)
FINITE ELEMENT ANALYSIS OF HIGH DAMPING UNBONDED FIBER REINFORCED ELASTOMERIC ISOLATORS (UFREIS) OF DIFFERENT SHAPE FACTORS (Show >>)
FINITE ELEMENT MODEL FOR RUBBER SEISMIC ISOLATION WITH AND WITHOUT S-SHAPED STEEL DAMPERS (Show >>)
Fast stability analysis of masonry domes and vaults subjected to gravity-induced loads (Show >>)
Finite Element Modeling of a Fiber-Reinforced Elastomeric Isolator Made With a NR-BIIR Blend (Show >>)
Full 3d Cad Procedure for the Limit Analysis of Zhongjiang South Pagoda in China (Show >>)
Global Vipassana Pagoda: Exterior Geometry Envelope Extraction Using UAV Photogrammetry (Show >>)
Global Vipassana Pagoda: Finite Element Thrust Line FETLA analyses (Show >>)
Global Vipassana Pagoda: Main features and history of construction (Show >>)
Global Vipassana Pagoda: Medium Term IoT based Structural Health Monitoring (Show >>)
HETEROGENEOUS LIMIT ANALYSIS FOR MASONRY ARCH BRIDGES WITH FULL MODELING OF BACKFILL (Show >>)
Investigation Of Advanced Seismic Base Isolation System Using Different Shaped Steel Dampers (Show >>)
LIMIT ANALYSIS MODEL FOR A FAST EVALUATION OF CHINESE MASONRY PAGODAS VULNERABILITY (Show >>)
ON THE IN-PLANE FLEXURAL RESPONSE OF CANTILEVER UNREINFORCED CLAY BRICKWORK MASONRY WALL PANELS (Show >>)
PREDICTING THE UNIAXIAL COMPRESSIVE CAPACITY OF NON-STRENGTHENED AND FRP-STRENGTHENED MASONRY COLUMNS USING A FAST NUMERICAL APPROACH (Show >>)
PROPOSAL OF A GENERAL METHODOLOGICAL APPROACH FOR THE SEISMIC ASSESSMENT OF HISTORICAL MASONRY AGGREGATES (Show >>)
SEISMIC RESPONSE OF HISTORICAL MASONRY CHURCHES: THE CASE OF THE BANAT ROMANIAN REGION (Show >>)
Journal Articles
A Numerical Model for the Prediction of Vulcanization Degree of a Fiber Reinforced Elastomeric Isolator (FREI) Taking into Account the Induction Time (Show >>)
A Simplified Analytical Model for FRP-Strengthened Curved Brittle Substrates Using the Multi-Linear Bond-Slip Law (Show >>)
A macroblock 2D finite element model for assessing the roots of failure of Huaca de la Luna's main pyramid (Peru) under seismic action (Show >>)
Aging Behavior and Mechanism Evolution of Nano-Al2O3/Styrene-Butadiene-Styrene-Modified Asphalt under Thermal-Oxidative Aging (Show >>)
Closed-form model for curved brittle substrates reinforced with FRP strips (Show >>)
Debonding sawtooth analytical model and FE implementation with in-house experimental validation for SRG-strengthened joints subjected to direct shear (Show >>)
Efficacy of FRP Hooping in Masonry Domes: A Simple Numerical Approach (Show >>)
Experimental Validation of a Numerical Model for the Prediction of the Vulcanization Degree of a Fiber Reinforced Elastomeric Isolator (FREI) (Show >>)
Experimental quasi-static out-of-plane test of a U-shaped brick masonry wall (Show >>)
FRCM-to-masonry bonding behaviour in the case of curved surfaces: Experimental investigation (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 >>)
Fully analytical model for the analysis of externally bonded composites applied to brittle supports: sensitivity analysis (Show >>)
General methodological approach for the seismic assessment of masonry aggregates (Show >>)
High strain rate effects in masonry structures under waterborne debris impacts (Show >>)
In-plane strength of masonry wall panels: A comparison between design codes and high-fidelity models (Show >>)
Limit analysis of masonry domes with oculus and lantern: A comparison between different approaches (Show >>)
Modeling of shear-lap tests of flat and curved masonry specimens strengthened by FRCM (Show >>)
Non-linear analytical model for FRCM coupons in tension (Show >>)
Prediction of the Seismic Behaviour of an Iconic Masonry Pagoda in China (Show >>)
Prediction of the optimal vulcanization of a fiber-reinforced elastomeric isolator made of natural rubber-ethylene propylene diene monomer blend (Show >>)
Probabilistic-based discrete model for the seismic fragility assessment of masonry structures (Show >>)
Seismic Retrofitting of Indonesian Masonry Using Bamboo Strips: An Experimental Study (Show >>)
Seismic assessment of Romanian Orthodox masonry churches in the Banat area through a multi-level analysis framework (Show >>)
Seismic performance of timber through-tenon joints with shrinkage flaw in tenon (Show >>)
Seismic vulnerability prediction of masonry aggregates: Iterative Finite element Upper Bound limit analysis approximating no tensile resistance (Show >>)
Semi-analytical mechanical model for FRCM-to-substrate shear bond tests (Show >>)
Simple modeling of reinforced masonry arches for associated and non-associated heterogeneous limit analysis (Show >>)
Simple non-linear numerical modelling of masonry arches reinforced with SRG using elasto-fragile and elasto-ductile truss finite elements (Show >>)
Specialized 3D Distinct element limit analysis approach for a fast seismic vulnerability evaluation of massive masonry structures: Application on traditional pagodas (Show >>)


List of publications and reserach products for the year 2022 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Prefazione/Postfazione
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 Assessment of Typical Historical Masonry Churches in Banat region, Romania - Part I (Show >>)
Seismic assessment of typical historical masonry churches in the Banat region, Romania - Part II (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 >>)
Analisi di una struttura complessa in muratura: la volta ad ombrello della camera picta di Castel Masegra a Sondrio Analysis of a complex masonry structure: the umbrella vault of the camera 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
Prefazione/Postfazione
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 >>)
manifesti v. 3.9.4 / 3.9.4
Area Servizi ICT
16/05/2025