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Le informazioni sulla didattica, sulla ricerca e sui compiti istituzionali riportate in questa pagina sono certificate dall'Ateneo; ulteriori informazioni, redatte a cura del docente, sono disponibili sulla pagina web personale e nel curriculum vitae indicati nella scheda.
Informazioni sul docente
DocenteMilani Gabriele
QualificaProfessore ordinario a tempo pieno
Dipartimento d'afferenzaDipartimento di Architettura, Ingegneria delle Costruzioni e Ambiente Costruito
Settore Scientifico DisciplinareICAR/08 - Scienza Delle Costruzioni
Curriculum VitaeScarica il CV (1.16Mb - 10/12/2019)
OrcIDhttps://orcid.org/0000-0001-5462-3420

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DipartimentoPianoUfficioGiornoOrarioTelefonoFaxNote
A.B.C.----MartedìDalle 10:00
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+39.3495516064--ricevimento per appuntamento, preferibilmente fissato via e-mail
E-mailgabriele.milani@polimi.it
Pagina web redatta a cura del docentehttp://www.stru.polimi.it/IT/Personale.plp?category=docente;choosenletter=m;people=2217

Fonte dati: RE.PUBLIC@POLIMI - Research Publications at Politecnico di Milano

Elenco delle pubblicazioni e dei prodotti della ricerca per l'anno 2020 (Mostra tutto | Nascondi tutto)
Tipologia Titolo Pubblicazione/Prodotto
Articoli su riviste
3D homogenized limit analysis of non-periodic multi-leaf masonry walls (Mostra >>)
A Multi-Pier MP procedure for the non-linear analysis of in-plane loaded masonry walls (Mostra >>)
A numerical procedure for the force-displacement description of out-of-plane collapse mechanisms in masonry structures (Mostra >>)
Advanced numerical strategies for seismic assessment of historical masonry aggregates (Mostra >>)
Behavior of traditional Chinese mortise-tenon joints: Experimental and numerical insight for coupled vertical and reversed cyclic horizontal loads (Mostra >>)
Development of an interface numerical model for C-FRPs applied on flat and curved masonry pillars (Mostra >>)
Efficient meta-heuristic mesh adaptation strategies for NURBS upper–bound limit analysis of curved three-dimensional masonry structures (Mostra >>)
Experimental and numerical analyses of unreinforced masonry wall components and building (Mostra >>)
Masonry structures in the presence of foundation settlements and unilateral contact problems (Mostra >>)
NURBS-based kinematic limit analysis of FRP-reinforced masonry walls with out-of-plane loading (Mostra >>)
Numerical simulation of the tensile behavior of FRCM strengthening systems (Mostra >>)
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 (Mostra >>)
Theoretical model for the study of the tensile behavior of FRCM reinforcements (Mostra >>)


Elenco delle pubblicazioni e dei prodotti della ricerca per l'anno 2019 (Mostra tutto | Nascondi tutto)
Tipologia Titolo Pubblicazione/Prodotto
Contributo in Atti di convegno
3D limit analysis voxel approach for the homogenization of masonry with irregular bond (Mostra >>)
A probablistic framework using a discrete Fe-based homogenized model for the in- And out-of-plane analysis of masonry structures (Mostra >>)
ANALYSIS OF DAMAGE DUE TO ARTILLERY STRIKES ON TWO TYPES OF FORTRESS TYPICAL OF THE MIDDLE AGES AND OF THE RENAISSANCE PERIODS (Mostra >>)
An integrated kinetic-Fe vulcanization model to predict the optimal curing of thick rubber pads for applications in seismic isolation (Mostra >>)
Application of homogenization approaches for modeling of FRCM-strengthened masonry (Mostra >>)
Bond mechanism of FRPs externally applied to curved masonry structures: Experimental outcomes and numerical modeling (Mostra >>)
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 (Mostra >>)
Design, analysis and retrofitting of civil structures and infrastructures in Seismic Prone Areas (Mostra >>)
Diagonal Compressive Tests on Double Wythe Brick Ancient Masonry Panels Unreinforced and Reinforced with Innovative Cement Based Materials: Advanced FE Simulations (Mostra >>)
Dynamic Behaviour Analysis of an English-Bond Masonry Prototype Using a Homogenized-Based Discrete FE Model (Mostra >>)
Dynamic response of FRCM reinforced masonry arches (Mostra >>)
Experimental and Numerical Analysis of Historical Aseismic Construction System (Mostra >>)
Experimental and numerical analysis of FRCM strengthened parabolic tuff barrel vault (Mostra >>)
Experimental and numerical analysis of the effectiveness of FRCM strengthening on a parabolic tuff barrel vault (Mostra >>)
Experimental and numerical analysis on an ancient anti-seismic technique (Mostra >>)
Experimentation and numerical modelling of recycled rubber pads for seismic isolation under accelerated ageing (Mostra >>)
Experimentation and numerical modelling of recycled rubber pads under ageing for base seismic isolation of a historical masonry church (Mostra >>)
Finite Element Thrust Line Analysis (FETLA) Based Sensitivity Analysis of the Thrust Line of a Masonry Dome with Tension Rings (Mostra >>)
Finite Hinge Stiffness and its Effect on the Capacity of a Dry-Stack Masonry Arch Subjected to Hinge Control (Mostra >>)
Full 3D CAD procedure for the speedy evaluation of the seismic vulnerability of masonry towers (Mostra >>)
Increase in Seismic Resistance for a Full-Scale Dry Stack Masonry Arch Subjected to Hinge Control (Mostra >>)
Influence of axial load on shear properties of HDRBs (Mostra >>)
Irrecoverable Collapse Time for a Fixed-Hinge Dry-Stack Arch Under Constant Horizontal Acceleration (Mostra >>)
Non-linear dynamic behaviour of a masonry arch subjected to hinge control (Mostra >>)
Non-linear homogenized and heterogeneous Fe models for FRCM reinforced masonry walls out-of-plane loaded (Mostra >>)
Numerical models for simulating the dynamic behaviour of freestanding ancient columns (Mostra >>)
Nurbs-based upper bound limit analysis of FRP reinforced masonry vaults through an efficient mesh adaptation scheme (Mostra >>)
On collapse behavior of reinforced masonry domes under seismic loads (Mostra >>)
On the Stability Analysis of a Geometrically Complex Leaning Historic Structure (Mostra >>)
Open challenges towards a seismic protection of new and existing buildings (Mostra >>)
Post-cracking B-FRCM strengthening of a traditional anti-seismic construction technique (Casa baraccata): Extensive experimental investigations (Mostra >>)
Relaxation test and numerical modeling of rubber for seismic base isolation (Mostra >>)
Seismic assessment of masonry aggregates: A NURBS-based limit analysis computational tool (Mostra >>)
Seismic vulnerability of masonry walls through an innovative voxel limit analysis homogenization approach (Mostra >>)
Simple Homogenized Numerical Model for the Analysis of Multi-leaf Masonry Walls (Mostra >>)
Some considerations about the effects of the bonding length on the effectiveness of spike anchors in cfrp reinforcements of masonry (Mostra >>)
Study of the interface behaviour between fictile tubules bricks and mortar: Numerical and experimental analysis (Mostra >>)
Three-dimensional analysis of a damaged masonry arch bridge under horizontal load (Mostra >>)
Voxel approach for 3D in-plane homogenized failure surfaces of non-periodic masonry (Mostra >>)
Vulnerability Evaluation of Historical Masonry Structures: Italian Churches and Towers (Mostra >>)
Articoli su riviste
2D pixel homogenized limit analysis of non-periodic masonry walls (Mostra >>)
Advanced non-linear numerical modeling of masonry groin vaults of major historical importance: St John Hospital case study in Jerusalem (Mostra >>)
Advanced numerical insights into failure analysis and strengthening of monumental masonry churches under seismic actions (Mostra >>)
Base seismic isolation of a historical masonry church using fiber reinforced elastomeric isolators (Mostra >>)
Collapse behavior of masonry domes under seismic loads: An adaptive NURBS kinematic limit analysis approach (Mostra >>)
Curved masonry pillars reinforced with anchored CFRP sheets: An experimental analysis (Mostra >>)
Damage assessment and collapse investigation of three historical masonry palaces under seismic actions (Mostra >>)
Damage survey, simplified assessment, and advanced seismic analyses of two masonry churches after the 2012 Emilia earthquake (Mostra >>)
Diagram based assessment strategy for first-order analysis of masonry arches (Mostra >>)
Dynamic behavior of an inclined existing masonry tower in Italy (Mostra >>)
Dynamic behaviour of ancient freestanding multi-drum and monolithic columns subjected to horizontal and vertical excitations (Mostra >>)
Earthquake-induced damage assessment and partial failure mechanisms of an Italian Medieval castle (Mostra >>)
Effectiveness of different base isolation systems for seismic protection: Numerical insights into an existing masonry bell tower (Mostra >>)
Fast Vulnerability Evaluation of Masonry Towers by Means of an Interactive and Adaptive 3D Kinematic Limit Analysis with Pre-assigned Failure Mechanisms (Mostra >>)
Historical masonry building aggregates: advanced numerical insight for an effective seismic assessment on two row housing compounds (Mostra >>)
Hybrid seismic base isolation of a historical masonry church using unbonded fiber reinforced elastomeric isolators and shape memory alloy wires (Mostra >>)
Implementation of a simple novel Abaqus user element to predict the behavior of unbonded fiber reinforced elastomeric isolators in macro-scale computations (Mostra >>)
Modelling of the bond behaviour of curved masonry specimens strengthened by CFRP with anchor spikes (Mostra >>)
Multi-tiered Nepalese temples: Advanced numerical investigations for assessing performance at failure under horizontal loads (Mostra >>)
Numerical kinetic model with regularization for NR–PB natural and poly-butadiene rubber blends: implementation and validation against experimental data (Mostra >>)
Optimal production of tires through an integrated experimental, kinetic and finite element Fe modelling approach (Mostra >>)
Seismic capacity and multi-mechanism analysis for dry-stack masonry arches subjected to hinge control (Mostra >>)
Seismic vulnerability analysis and retrofitting of the SS. Rosario church bell tower in finale emilia (Modena, Italy) (Mostra >>)
Validation of a two-step simplified compatible homogenisation approach extended to out-plane loaded masonries (Mostra >>)


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


Elenco delle pubblicazioni e dei prodotti della ricerca per l'anno 2017 (Mostra tutto | Nascondi tutto)
Tipologia Titolo Pubblicazione/Prodotto
Prefazione/Postfazione
Vulnerability reduction of existing buildings and design of new structures in seismic area (Mostra >>)
Contributi su volumi (Capitolo o Saggio)
A micro-mechanical model for the limit analysis of running bond masonry: applications and validation for in- and out-of-plane loaded structures. (Mostra >>)
Seismic assessment and retrofitting of an under-designed RC frame through a displacement-based approach (Mostra >>)
Seismic performance of a masonry building isolated with low-cost rubber isolators (Mostra >>)
Contributo in Atti di convegno
A discrete macro-model using homogenization with strain-rate dependency for the out-of-plane study of masonry panels subjected to impact loading (Mostra >>)
A low cost rubber seismic isolation system for new masonry residential buildings in developing countries (Mostra >>)
An under-designed RC frame: Seismic assessment through displacement based approach and possible refurbishment with FRP strips and RC jacketing (Mostra >>)
Comparative seismic assessment of a medioeval masonry church in Southern Italy (Mostra >>)
Comparison among different retrofitting strategies for the vulnerability reduction of masonry bell towers (Mostra >>)
Derivation of the out-of-plane behaviour of an English bond masonry wall through homogenization strategies (Mostra >>)
Evaluation of the seismic response of historical masonry bell towers located in South-East Lombardy, Italy (Mostra >>)
FE model predicting the load carrying capacity of progressive FRP strengthening of masonry arches subjected to settlement damage (Mostra >>)
FRP-strengthening of curved masonry structures: Local Bond behavior and global response (Mostra >>)
Fast and reliable limit analysis approach for the structural assessment of FRP-reinforced masonry arches (Mostra >>)
Fast kinematic limit analysis of masonry walls with out-of-plane loading (Mostra >>)
Fe model predicting the increase in seismic resistance induced by the progressive FRP strengthening on already damaged masonry arches subjected to settlement (Mostra >>)
Homogenized Rigid Body and Spring Model (RBSM) for the non-linear dynamic analysis of historic masonry church facades (Mostra >>)
Homogenized Rigid Body and Spring-Mass (HRBSM) model for the pushover analysis of out-of-plane loaded unreinforced and FRP reinforced walls (Mostra >>)
Homogenized approach for the non linear dynamic analysis of entire masonry buildings by means of rigid plate elements and damaging interfaces (Mostra >>)
Homogenized approach for the non linear dynamic analysis of entire masonry buildings by means of rigid plate elements and damaging interfaces (Mostra >>)
Homogenized rigid body and spring-mass (HRBSM) model for the pushover analysis of out-of-plane loaded unreinforced and FRP reinforced walls (Mostra >>)
In situ-tests and advanced numerical modelling for masonry arches retrofitted with steel reinforced grout (Mostra >>)
Limit analysis approach for the seismic vulnerability reduction of masonry towers through strengthening with traditional and innovative materials (Mostra >>)
Low cost friction seismic base-isolation of residential new masonry buildings in developing countries: A small masonry house case study (Mostra >>)
Low cost rubber seismic isolators for masonry housing in developing countries (Mostra >>)
Masonry arches retrofitted with steel reinforced grout materials: In-situ experimental tests and advanced FE simulations (Mostra >>)
Masonry structures built with fictile tubules: Experimental and numerical analyses (Mostra >>)
Numerical modeling, experimentation and design practice for masonry structures in seismic prone areas (Mostra >>)
Post-Cracking FRCM Strengthening of an Arch Composed by Hollow Clay Elements Embedded in Mortar: Experimental Investigations and Numerical Analyses (Mostra >>)
Seismic Assessment of Masonry Towers by Means of Nonlinear Static Procedures (Mostra >>)
Seismic Vulnerability Mitigation of a Masonry Church by Means of CFRP Retrofitting (Mostra >>)
Seismic Vulnerability Reduction of Masonry Churches: A case study (Mostra >>)
Seismic performance assessment of three masonry churches through FE Simulations (Mostra >>)
Seismic performance assessment of three masonry churches through FE simulations (Mostra >>)
Seismic vulnerability of different in geometry historic masonry towers (Mostra >>)
Simple numerical homogenization model for FRCM reinforced masonry panels subjected to out-of-plane loads (Mostra >>)
Simple quasi-analytical holonomic homogenization model for the non-linear analysis of in-plane loaded masonry panels: Part 1, meso-scale. (Mostra >>)
Simple quasi-analytical holonomic homogenization model for the non-linear analysis of in-plane loaded masonry panels: Part 2, structural implementation and validation. (Mostra >>)
Traditional masonry arches and domes with fictile tubules in mediterranean seismic areas: Advanced numerical models and experimentation (Mostra >>)
Articoli su riviste
A Genetic Algorithm NURBS-based new approach for fast kinematic limit analysis of masonry vaults (Mostra >>)
A parametric investigation on the seismic capacity of masonry cross vaults (Mostra >>)
Advanced numerical insight into the structural damage of masonry vaults under seismic excitation: two valuable case studies (Mostra >>)
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 (Mostra >>)
Causes of damage to industrial brick masonry chimneys (Mostra >>)
Closed form numerical approach for a kinetic interpretation of high-cis polybutadiene rubber vulcanization with sulphur (Mostra >>)
Comprehensive kinetic numerical model for NR and high-cis poly-butadiene rubber blends (Mostra >>)
Fast kinematic limit analysis of FRP-reinforced masonry vaults. I: General genetic algorithm-NURBS-based formulation (Mostra >>)
Fast kinematic limit analysis of FRP-reinforced masonry vaults. II: Numerical simulations (Mostra >>)
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 (Mostra >>)
Low cost frictional seismic base-isolation of residential new masonry buildings in developing countries: A small masonry house case study (Mostra >>)
Nonlinear discrete homogenized model for out-of-plane loaded masonry walls (Mostra >>)
Open challenges in seismic design of new structures and vulnerability reduction of existing buildings (Mostra >>)
Parabola-Hyperbola P-H kinetic model for NR sulphur vulcanization (Mostra >>)
Possibilities and limitations of innovative retrofitting for masonry churches: Advanced computations on three case studies (Mostra >>)
Quasi-analytical homogenization approach for the non-linear analysis of in-plane loaded masonry panels (Mostra >>)
Rigid block and spring homogenized model (HRBSM) for masonry subjected to impact and blast loading (Mostra >>)
Role of inclination in the seismic vulnerability of bell towers: FE models and simplified approaches (Mostra >>)
Seismic vulnerability evaluation of historical masonry churches: Proposal for a general and comprehensive numerical approach to cross-check results (Mostra >>)


Elenco delle pubblicazioni e dei prodotti della ricerca per l'anno 2016 (Mostra tutto | Nascondi tutto)
Tipologia Titolo Pubblicazione/Prodotto
Prefazione/Postfazione
Preface (Mostra >>)
Contributi su volumi (Capitolo o Saggio)
Application of DEM to Historic Masonries, Two Case-Studies in Portugal and Italy: Aguas Livres Aqueduct and Arch-Tympana of a Church (Mostra >>)
FEM/DEM Approach for the Analysis of Masonry Arch Bridges (Mostra >>)
Numerical assessment of rubber insulated electric cables plants efficiency using nitrogen and steam water as curing agents (Mostra >>)
Contributo in Atti di convegno
A discrete macro-model homogenized with a holonomic approach for the nonlinear static analysis of out-of-plane loaded masonry (Mostra >>)
A finite element-discrete element approach for the analysis of the venice trans-lagoon railway bridge (Mostra >>)
Closed form homogenization model for masonry in-plane loaded (Mostra >>)
Combined experimental and numerical kinetic characterization of NR vulcanized with sulphur, N terbutyl, 2 benzothiazylsulphenamide and N,N diphenyl guanidine (Mostra >>)
Effects of FRP application on the seismic response of a masonry church in Emilia-Romagna (Italy) (Mostra >>)
Evaluation of the seismic response of historical masonry bell towers located in South-East Lombardy, Italy (Mostra >>)
Fast kinematic limit analysis of FRP reinforced masonry vaults through a new genetic algorithm NURBS-based approach (Mostra >>)
Interactive GUI software for natural rubber vulcanization degree numerical prediction (Mostra >>)
Low cost rubber seismic isolation of residential new masonry buildings in developing countries (Mostra >>)
NR sulphur vulcanization: Interaction study between TBBS and DPG by means of a combined experimental rheometer and meta-model best fitting strategy (Mostra >>)
Nativity Church narthex: A non-linear FEM procedure for the diagnosis of a structural damage (Mostra >>)
Nativity church in Bethlehem: full 3D non-linear FE approach for structural damage prediction (Mostra >>)
Non-linear dynamic analyses of 3D masonry structures by means of a Homogenized Rigid Body and Spring Model (HRBSM) (Mostra >>)
Non-linear homogenized and heterogeneous FE models for FRCM reinforced masonry walls in diagonal compression (Mostra >>)
Preface: Applied and theoretical research on masonry (Mostra >>)
Seismic Upgrading of a Masonry Church with FRP Composites (Mostra >>)
Seismic assessment of four inclined masonry towers located in the neighborhood of the area stricken by the May 2012 Emilia Romagna (Italy) earthquake (Mostra >>)
Seismic assessment of historical masonry towers in the north-east region of Italy (Mostra >>)
Seismic capacity of masonry groin vaults through upper bound limit analysis (Mostra >>)
Seismic upgrading of a masonry church after the May 2012 Emilia Romagna (Italy) earthquake by means of FRP reinforcement (Mostra >>)
Seismic vulnerability of leaning masonry towers located in Emilia-Romagna region, Italy: FE analyses of four case studies (Mostra >>)
Simple closed form homogenization model for the non linear static and dynamic analysis of running bond masonry walls in- and out-of-plane loaded (Mostra >>)
Simple homogenization-topology optimization approach for the pushover analysis of masonry walls (Mostra >>)
Articoli su riviste
A genetic algorithm with zooming for the determination of the optimal open pit mines layout (Mostra >>)
An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications (Mostra >>)
Collapse analysis of the Clock and Fortified towers of Finale Emilia, Italy, after the 2012 Emilia Romagna seismic sequence: Lesson learned and reconstruction hypotheses (Mostra >>)
Combined experimental and numerical kinetic characterization of NR vulcanized with sulfur, N-terbutyl, 2-benzothiazylsulfenamide, and N,N-diphenylguanidine (Mostra >>)
Comprehensive FE numerical insight into Finale Emilia Castle behavior under 2012 Emilia Romagna seismic sequence: Damage causes and seismic vulnerability mitigation hypothesis (Mostra >>)
Curing degree prediction for S-TBBS-DPG natural rubber by means of a simple numerical model accounting for reversion and linear interaction (Mostra >>)
Fast and reliable non-linear heterogeneous FE approach for the analysis of FRP-reinforced masonry arches (Mostra >>)
GURU v2.0: An interactive Graphical User interface to fit rheometer curves in Han's model for rubber vulcanization (Mostra >>)
Implementation and validation of a total displacement non-linear homogenization approach for in-plane loaded masonry (Mostra >>)
Kinetic model for S-TBBS-DPG NR vulcanization: Extrapolation from S-TBBS and S-DPG experimental data (Mostra >>)
Limit analysis of transversally loaded masonry walls using an innovative macroscopic strength criterion (Mostra >>)
Modal pushover and response history analyses of a masonry chimney before and after shortening (Mostra >>)
Modeling of FRP-strengthened curved masonry specimens and proposal of a simple design formula (Mostra >>)
NR sulphur vulcanization: Interaction study between TBBS and DPG by means of a combined experimental rheometer and meta-model best fitting strategy (Mostra >>)
Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy (Mostra >>)
Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM (Mostra >>)
Simple holonomic homogenization model for the non-linear static analysis of in-plane loaded masonry walls strengthened with FRCM composites (Mostra >>)
Tilting plane tests on a small-scale masonry cross vault: Experimental results and numerical simulations through a heterogeneous approach (Mostra >>)
manifesti v. 3.4.3 / 3.4.3
Area Servizi ICT
25/10/2020