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Information on didactic, research and institutional assignments on this page are certified by the University; more information, prepared by the professor, are available on the personal web page and in the curriculum vitae indicated on this webpage.
Information on professor
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)
OrcIDhttps://orcid.org/0000-0001-5462-3420

Contacts
Professor's 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
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 2020 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Journal Articles
3D homogenized limit analysis of non-periodic multi-leaf masonry walls (Show >>)
A Multi-Pier MP procedure for the non-linear analysis of in-plane loaded masonry walls (Show >>)
A numerical procedure for the force-displacement description of out-of-plane collapse mechanisms in masonry structures (Show >>)
Advanced numerical strategies for seismic assessment of historical masonry aggregates (Show >>)
Behavior of traditional Chinese mortise-tenon joints: Experimental and numerical insight for coupled vertical and reversed cyclic horizontal loads (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 >>)
Masonry structures in the presence of foundation settlements and unilateral contact problems (Show >>)
NURBS-based kinematic limit analysis of FRP-reinforced masonry walls with out-of-plane loading (Show >>)
Numerical simulation of the tensile behavior of FRCM strengthening systems (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 >>)
Theoretical model for the study of the tensile behavior of FRCM reinforcements (Show >>)


List of publications and reserach products for the year 2019 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
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 >>)
ANALYSIS OF DAMAGE DUE TO ARTILLERY STRIKES ON TWO TYPES OF FORTRESS TYPICAL OF THE MIDDLE AGES AND OF THE RENAISSANCE PERIODS (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 >>)
Bond mechanism of FRPs externally applied to curved masonry structures: Experimental outcomes and numerical modeling (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 >>)
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 >>)
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 capacity and multi-mechanism analysis for dry-stack masonry arches subjected to hinge control (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 >>)


List of publications and reserach products for the year 2018 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Conference proceedings
A novel pixel limit analysis homogenization model for random masonry (Show >>)
A structural paradox in the Church of the Nativity: FE static analyses (Show >>)
An abaqus user element for the structural implementation of low-cost rubber seismic isolators in masonry buildings (Show >>)
An image vectorisation procedure for microscale analysis of masonry elements (Show >>)
Delamination of FRP reinforced curved masonry pillars: Experimentation and advanced numerical analyses (Show >>)
Design of new structures and vulnerability reduction of existing buildings in presence of seismic loads: Open challenges (Show >>)
Existing and new structures in seismic prone areas: Advanced numerical modelling and experimentation (Show >>)
FE modelling of fiber reinforced elastomeric isolators (FREI): Mesh verification and validation (Show >>)
Full 3D FE micro-modelling for single lap shear tests on FRCM reinforcing systems (Show >>)
Homogenized failure surfaces of rubble masonry (Show >>)
Iconic crumbling of the clock tower in Amatrice after 2016 central Italy seismic sequence: Advanced numerical insight (Show >>)
Implementation and validation of a simple abaqus user element for unbonded fiber reinforced elastomeric isolators (UFREIs) in masonry housing protection (Show >>)
In- and out-of-plane analysis of multi-leaf masonry walls via an elementary homogenized numerical procedure (Show >>)
Increase in seismic resistance for a dry joint masonry arch subjected to hinge control (Show >>)
Interactive MatlAB-CAD limit analysis of horizontally loaded masonry arches (Show >>)
Interactive limit analysis of drawn masonry arches subjected to horizontal accelerations (Show >>)
Modal parameters identification with environmental tests and advanced numerical analyses for masonry bell towers: A meaningful case study (Show >>)
Numerical model upgrading of ancient bell towers monitored with a wired sensors network (Show >>)
Numerical modelling of the bond behaviour of FRCM systems externally applied to masonry substrates (Show >>)
Practical designs and seismic performances of residential masonry building isolated with fiber reinforced elastomeric isolators (Show >>)
Preface (Show >>)
Quasi-static analysis of an english-bond masonry structure: Two-step homogenized based approach vs macroscopic model (Show >>)
Safety assessment of masonry bridges through a fast kinematic limit analysis procedure (Show >>)
Seismic assessment of a venetian bell tower taking into account soil-structure interaction (Show >>)
Seismic response evaluation and strengthening intervention of two historical masonry churches (Show >>)
Simple limit analysis approach for the optimal strengthening of existing masonry towers (Show >>)
Simplified measurement technique for rigid-body deformations of two masonry blocks (Show >>)
Simplified numerical modelling of structural units into masonry building compounds: An equivalent frame method based approach (Show >>)
Simplified two-step homogenization model for full scale FRCM reinforced masonry panels out-of-plane loaded (Show >>)
The influence of the joint thickness on the adhesion between CFRP reinforcements and masonry arches (Show >>)
The non-smooth contact dynamics method for the analysis of an ancient masonry tower (Show >>)
Vulnerability parameterization for masonry chimneys by means of a limit analysis approach (Show >>)
Journal Articles
A fast and general upper-bound limit analysis approach for out-of-plane loaded masonry walls (Show >>)
A kinematic limit analysis approach for seismic retrofitting of masonry towers through steel tie-rods (Show >>)
Alternative retrofitting strategies to prevent the failure of an under-designed reinforced concrete frame (Show >>)
Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation (Show >>)
Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Numerical analyses (Show >>)
Coupled interface-based modelling approach for the numerical analysis of curved masonry specimens strengthened by CFRP (Show >>)
Damage assessment and partial failure mechanisms activation of historical masonry churches under seismic actions: Three case studies in Mantua (Show >>)
Derivation of the out-of-plane behaviour of masonry through homogenization strategies: Micro-scale level (Show >>)
Effects of Geometrical Features on the Seismic Response of Historical Masonry Towers (Show >>)
Evaluation of different approaches for the estimation of the seismic vulnerability of masonry towers (Show >>)
Fictile tubules: A traditional Mediterranean construction technique for masonry vaulted systems (Show >>)
Finite element thrust line analysis of cracked axisymmetric masonry domes reinforced with tension rings (Show >>)
Homogenization towards a mechanistic Rigid Body and Spring Model (HRBSM) for the non-linear dynamic analysis of 3D masonry structures (Show >>)
Interface modeling approach for the study of the bond behavior of FRCM strengthening systems (Show >>)
Kinematic collapse load calculator: Circular arches (Show >>)
Micro-mechanical FE numerical model for masonry curved pillars reinforced with FRP strips subjected to single lap shear tests (Show >>)
Optimal vulcanization of tires: Experimentation on idealized NR-PB natural and poly-butadiene rubber blends, phenomenological smoothed numerical kinetic model and FE implementation (Show >>)
Preface (Show >>)
Quasi-analytical kinetic model for natural rubber and polybutadiene rubber blends (Show >>)
Rubber blends: kinetic numerical model by rheometer experimental characterization (Show >>)
Seismic response and damage patterns of masonry churches: Seven case studies in Ferrara, Italy (Show >>)
Seismic vulnerability of Italian masonry churches: The case of the Nativity of Blessed Virgin Mary in Stellata of Bondeno (Show >>)
Simple Homogenization-Topology Optimization Approach for the Pushover Analysis of Masonry Walls (Show >>)
Single lap shear tests of masonry curved pillars externally strengthened by CFRP strips (Show >>)
Stability analysis of leaning historic masonry structures (Show >>)
The narthex of the Church of the Nativity in Bethlehem: A non-linear finite element approach to predict the structural damage (Show >>)
Two-step advanced numerical approach for the design of low-cost unbonded fiber reinforced elastomeric seismic isolation systems in new masonry buildings (Show >>)
UB-ALMANAC: An adaptive limit analysis NURBS-based program for the automatic assessment of partial failure mechanisms in masonry churches (Show >>)


List of publications and reserach products for the year 2017 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Prefazione/Postfazione
Vulnerability reduction of existing buildings and design of new structures in seismic area (Show >>)
Contributions on scientific books
A micro-mechanical model for the limit analysis of running bond masonry: applications and validation for in- and out-of-plane loaded structures. (Show >>)
Seismic assessment and retrofitting of an under-designed RC frame through a displacement-based approach (Show >>)
Seismic performance of a masonry building isolated with low-cost rubber isolators (Show >>)
Conference proceedings
A discrete macro-model using homogenization with strain-rate dependency for the out-of-plane study of masonry panels subjected to impact loading (Show >>)
A low cost rubber seismic isolation system for new masonry residential buildings in developing countries (Show >>)
An under-designed RC frame: Seismic assessment through displacement based approach and possible refurbishment with FRP strips and RC jacketing (Show >>)
Comparative seismic assessment of a medioeval masonry church in Southern Italy (Show >>)
Comparison among different retrofitting strategies for the vulnerability reduction of masonry bell towers (Show >>)
Derivation of the out-of-plane behaviour of an English bond masonry wall through homogenization strategies (Show >>)
Evaluation of the seismic response of historical masonry bell towers located in South-East Lombardy, Italy (Show >>)
FE model predicting the load carrying capacity of progressive FRP strengthening of masonry arches subjected to settlement damage (Show >>)
FRP-strengthening of curved masonry structures: Local Bond behavior and global response (Show >>)
Fast and reliable limit analysis approach for the structural assessment of FRP-reinforced masonry arches (Show >>)
Fast kinematic limit analysis of masonry walls with out-of-plane loading (Show >>)
Fe model predicting the increase in seismic resistance induced by the progressive FRP strengthening on already damaged masonry arches subjected to settlement (Show >>)
Homogenized Rigid Body and Spring Model (RBSM) for the non-linear dynamic analysis of historic masonry church facades (Show >>)
Homogenized Rigid Body and Spring-Mass (HRBSM) model for the pushover analysis of out-of-plane loaded unreinforced and FRP reinforced walls (Show >>)
Homogenized approach for the non linear dynamic analysis of entire masonry buildings by means of rigid plate elements and damaging interfaces (Show >>)
Homogenized approach for the non linear dynamic analysis of entire masonry buildings by means of rigid plate elements and damaging interfaces (Show >>)
Homogenized rigid body and spring-mass (HRBSM) model for the pushover analysis of out-of-plane loaded unreinforced and FRP reinforced walls (Show >>)
In situ-tests and advanced numerical modelling for masonry arches retrofitted with steel reinforced grout (Show >>)
Limit analysis approach for the seismic vulnerability reduction of masonry towers through strengthening with traditional and innovative materials (Show >>)
Low cost friction seismic base-isolation of residential new masonry buildings in developing countries: A small masonry house case study (Show >>)
Low cost rubber seismic isolators for masonry housing in developing countries (Show >>)
Masonry arches retrofitted with steel reinforced grout materials: In-situ experimental tests and advanced FE simulations (Show >>)
Masonry structures built with fictile tubules: Experimental and numerical analyses (Show >>)
Numerical modeling, experimentation and design practice for masonry structures in seismic prone areas (Show >>)
Post-Cracking FRCM Strengthening of an Arch Composed by Hollow Clay Elements Embedded in Mortar: Experimental Investigations and Numerical Analyses (Show >>)
Seismic Assessment of Masonry Towers by Means of Nonlinear Static Procedures (Show >>)
Seismic Vulnerability Mitigation of a Masonry Church by Means of CFRP Retrofitting (Show >>)
Seismic Vulnerability Reduction of Masonry Churches: A case study (Show >>)
Seismic performance assessment of three masonry churches through FE Simulations (Show >>)
Seismic performance assessment of three masonry churches through FE simulations (Show >>)
Seismic vulnerability of different in geometry historic masonry towers (Show >>)
Simple numerical homogenization model for FRCM reinforced masonry panels subjected to out-of-plane loads (Show >>)
Simple quasi-analytical holonomic homogenization model for the non-linear analysis of in-plane loaded masonry panels: Part 1, meso-scale. (Show >>)
Simple quasi-analytical holonomic homogenization model for the non-linear analysis of in-plane loaded masonry panels: Part 2, structural implementation and validation. (Show >>)
Traditional masonry arches and domes with fictile tubules in mediterranean seismic areas: Advanced numerical models and experimentation (Show >>)
Journal Articles
A Genetic Algorithm NURBS-based new approach for fast kinematic limit analysis of masonry vaults (Show >>)
A parametric investigation on the seismic capacity of masonry cross vaults (Show >>)
Advanced numerical insight into the structural damage of masonry vaults under seismic excitation: two valuable case studies (Show >>)
Augustus Bridge in Narni (Italy): Seismic Vulnerability Assessment of the Still Standing Part, Possible Causes of Collapse, and Importance of the Roman Concrete Infill in the Seismic-Resistant Behavior (Show >>)
Causes of damage to industrial brick masonry chimneys (Show >>)
Closed form numerical approach for a kinetic interpretation of high-cis polybutadiene rubber vulcanization with sulphur (Show >>)
Comprehensive kinetic numerical model for NR and high-cis poly-butadiene rubber blends (Show >>)
Fast kinematic limit analysis of FRP-reinforced masonry vaults. I: General genetic algorithm-NURBS-based formulation (Show >>)
Fast kinematic limit analysis of FRP-reinforced masonry vaults. II: Numerical simulations (Show >>)
Historic city centers after destructive seismic events, the case of finale Emilia during the 2012 Emilia-Romagna earthquake: Advanced numerical modelling on four case studies (Show >>)
Low cost frictional seismic base-isolation of residential new masonry buildings in developing countries: A small masonry house case study (Show >>)
Nonlinear discrete homogenized model for out-of-plane loaded masonry walls (Show >>)
Open challenges in seismic design of new structures and vulnerability reduction of existing buildings (Show >>)
Parabola-Hyperbola P-H kinetic model for NR sulphur vulcanization (Show >>)
Possibilities and limitations of innovative retrofitting for masonry churches: Advanced computations on three case studies (Show >>)
Quasi-analytical homogenization approach for the non-linear analysis of in-plane loaded masonry panels (Show >>)
Rigid block and spring homogenized model (HRBSM) for masonry subjected to impact and blast loading (Show >>)
Role of inclination in the seismic vulnerability of bell towers: FE models and simplified approaches (Show >>)
Seismic vulnerability evaluation of historical masonry churches: Proposal for a general and comprehensive numerical approach to cross-check results (Show >>)


List of publications and reserach products for the year 2016 (Show all details | Hide all details)
Type Title of the Publicaiton/Product
Prefazione/Postfazione
Preface (Show >>)
Contributions on scientific books
Application of DEM to Historic Masonries, Two Case-Studies in Portugal and Italy: Aguas Livres Aqueduct and Arch-Tympana of a Church (Show >>)
FEM/DEM Approach for the Analysis of Masonry Arch Bridges (Show >>)
Numerical assessment of rubber insulated electric cables plants efficiency using nitrogen and steam water as curing agents (Show >>)
Conference proceedings
A discrete macro-model homogenized with a holonomic approach for the nonlinear static analysis of out-of-plane loaded masonry (Show >>)
A finite element-discrete element approach for the analysis of the venice trans-lagoon railway bridge (Show >>)
Closed form homogenization model for masonry in-plane loaded (Show >>)
Combined experimental and numerical kinetic characterization of NR vulcanized with sulphur, N terbutyl, 2 benzothiazylsulphenamide and N,N diphenyl guanidine (Show >>)
Effects of FRP application on the seismic response of a masonry church in Emilia-Romagna (Italy) (Show >>)
Evaluation of the seismic response of historical masonry bell towers located in South-East Lombardy, Italy (Show >>)
Fast kinematic limit analysis of FRP reinforced masonry vaults through a new genetic algorithm NURBS-based approach (Show >>)
Interactive GUI software for natural rubber vulcanization degree numerical prediction (Show >>)
Low cost rubber seismic isolation of residential new masonry buildings in developing countries (Show >>)
NR sulphur vulcanization: Interaction study between TBBS and DPG by means of a combined experimental rheometer and meta-model best fitting strategy (Show >>)
Nativity Church narthex: A non-linear FEM procedure for the diagnosis of a structural damage (Show >>)
Nativity church in Bethlehem: full 3D non-linear FE approach for structural damage prediction (Show >>)
Non-linear dynamic analyses of 3D masonry structures by means of a Homogenized Rigid Body and Spring Model (HRBSM) (Show >>)
Non-linear homogenized and heterogeneous FE models for FRCM reinforced masonry walls in diagonal compression (Show >>)
Preface: Applied and theoretical research on masonry (Show >>)
Seismic Upgrading of a Masonry Church with FRP Composites (Show >>)
Seismic assessment of four inclined masonry towers located in the neighborhood of the area stricken by the May 2012 Emilia Romagna (Italy) earthquake (Show >>)
Seismic assessment of historical masonry towers in the north-east region of Italy (Show >>)
Seismic capacity of masonry groin vaults through upper bound limit analysis (Show >>)
Seismic upgrading of a masonry church after the May 2012 Emilia Romagna (Italy) earthquake by means of FRP reinforcement (Show >>)
Seismic vulnerability of leaning masonry towers located in Emilia-Romagna region, Italy: FE analyses of four case studies (Show >>)
Simple closed form homogenization model for the non linear static and dynamic analysis of running bond masonry walls in- and out-of-plane loaded (Show >>)
Simple homogenization-topology optimization approach for the pushover analysis of masonry walls (Show >>)
Journal Articles
A genetic algorithm with zooming for the determination of the optimal open pit mines layout (Show >>)
An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications (Show >>)
Collapse analysis of the Clock and Fortified towers of Finale Emilia, Italy, after the 2012 Emilia Romagna seismic sequence: Lesson learned and reconstruction hypotheses (Show >>)
Combined experimental and numerical kinetic characterization of NR vulcanized with sulfur, N-terbutyl, 2-benzothiazylsulfenamide, and N,N-diphenylguanidine (Show >>)
Comprehensive FE numerical insight into Finale Emilia Castle behavior under 2012 Emilia Romagna seismic sequence: Damage causes and seismic vulnerability mitigation hypothesis (Show >>)
Curing degree prediction for S-TBBS-DPG natural rubber by means of a simple numerical model accounting for reversion and linear interaction (Show >>)
Fast and reliable non-linear heterogeneous FE approach for the analysis of FRP-reinforced masonry arches (Show >>)
GURU v2.0: An interactive Graphical User interface to fit rheometer curves in Han's model for rubber vulcanization (Show >>)
Implementation and validation of a total displacement non-linear homogenization approach for in-plane loaded masonry (Show >>)
Kinetic model for S-TBBS-DPG NR vulcanization: Extrapolation from S-TBBS and S-DPG experimental data (Show >>)
Limit analysis of transversally loaded masonry walls using an innovative macroscopic strength criterion (Show >>)
Modal pushover and response history analyses of a masonry chimney before and after shortening (Show >>)
Modeling of FRP-strengthened curved masonry specimens and proposal of a simple design formula (Show >>)
NR sulphur vulcanization: Interaction study between TBBS and DPG by means of a combined experimental rheometer and meta-model best fitting strategy (Show >>)
Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy (Show >>)
Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM (Show >>)
Simple holonomic homogenization model for the non-linear static analysis of in-plane loaded masonry walls strengthened with FRCM composites (Show >>)
Tilting plane tests on a small-scale masonry cross vault: Experimental results and numerical simulations through a heterogeneous approach (Show >>)
manifesti v. 3.4.3 / 3.4.3
Area Servizi ICT
29/10/2020