| Nome |
# |
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In plane loaded masonry walls: DEM and FEM/DEM models. A critical review, file e2f56ed8-3787-3eaf-e053-3a05fe0a5d97
|
683
|
|
FEM-DEM modeling for out-of-plane loaded masonry panels: a limit analysis approach, file e2f56ed3-8cab-3eaf-e053-3a05fe0a5d97
|
501
|
|
FROM LIDAR DATA TOWARDS HBIM FOR STRUCTURAL EVALUATION, file e2f56ed8-c4b9-3eaf-e053-3a05fe0a5d97
|
501
|
|
Nora (Pula, CA) - Ex base della Marina Militare. La struttura a esedra dell’area Omega: un progetto di restauro di un monumento antico, tra ricerca, tutela e conservazione, file e2f56ed9-69b0-3eaf-e053-3a05fe0a5d97
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314
|
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Sensitivity to Damage Imperfection for Multileaf Masonry Walls Based on Vibrational Analyses, file e2f56ed8-652a-3eaf-e053-3a05fe0a5d97
|
260
|
|
A Procedure to Investigate the Collapse Behavior of Masonry Domes: Some Meaningful Cases, file e2f56eda-cd21-3eaf-e053-3a05fe0a5d97
|
118
|
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Micromodels for the in-plane failure analysis of masonry walls: Limit analysis, FEM and FEM/DEM approaches, file e2f56ed9-cbd6-3eaf-e053-3a05fe0a5d97
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116
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Micromodels for the in-plane failure analysis of masonry walls with friction: Limit analysis and dem-fem/dem approaches, file e2f56ed9-bab6-3eaf-e053-3a05fe0a5d97
|
95
|
|
Discrete model for out-of-plane loaded random masonry, file e2f56ed8-5113-3eaf-e053-3a05fe0a5d97
|
92
|
|
Structural Health Monitoring through Vibration-Based Approaches, file e2f56ed8-629b-3eaf-e053-3a05fe0a5d97
|
92
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Statistical Assessment of In-Plane Masonry Panels Using Limit Analysis with Sliding Mechanism, file e2f56eda-d62e-3eaf-e053-3a05fe0a5d97
|
88
|
|
Rotation and sliding collapse mechanisms for in plane masonry pointed arches: statistical parametric assessment, file e2f56eda-d044-3eaf-e053-3a05fe0a5d97
|
85
|
|
A multiscale/multidomain model for the failure analysis of masonry walls: a validation with a combined FEM/DEM approach, file e2f56eda-0ef0-3eaf-e053-3a05fe0a5d97
|
80
|
|
Homogenization of Random Porous Materials With Low-Order Virtual Elements, file e2f56ed9-ee90-3eaf-e053-3a05fe0a5d97
|
78
|
|
Laboratory and numerical experimentation for masonry in compression, file e2f56ed9-bab4-3eaf-e053-3a05fe0a5d97
|
70
|
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Non-destructive experimentation: Dynamic identification of multi-leaf masonry walls damaged and consolidated, file e2f56eda-c3c9-3eaf-e053-3a05fe0a5d97
|
65
|
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Discrete and Continuous Approaches for the Failure Analysis of Masonry Structures Subjected to Settlements, file e2f56ed9-cda0-3eaf-e053-3a05fe0a5d97
|
45
|
|
Fast statistical homogenization procedure (FSHP) for particle random composites using virtual element method, file e2f56eda-ac36-3eaf-e053-3a05fe0a5d97
|
43
|
|
Sensitivity to material contrast in homogenization of random particle composites as micropolar continua, file e2f56eda-b7cb-3eaf-e053-3a05fe0a5d97
|
31
|
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Seismic Assessment and Retrofitting of an Historical Masonry Building Damaged during the 2016 Centro Italia Seismic Event, file cdf49df3-0133-4886-a8e0-968eee3014d8
|
30
|
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On the structural behaviour of existing RC bridges subjected to corrosion effects: Numerical insight, file ee11cddf-ac64-4c7a-a18e-219a4d006dff
|
30
|
|
null, file e2f56eda-d0a0-3eaf-e053-3a05fe0a5d97
|
29
|
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Thin corrugated-edge shells inspired by Nervi’s dome: Numerical insight about their mechanical behaviour, file 626efa39-e2a5-43ea-bcd6-e39493607306
|
21
|
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On Dynamics of Elastic Networks with Rigid Junctions within Nonlinear Micropolar Elasticity, file e2f56eda-c407-3eaf-e053-3a05fe0a5d97
|
18
|
|
Fast Statistical Homogenization Procedure for estimation of effective properties of Ceramic Matrix Composites (CMC) with random microstructure, file 25f230f8-ece8-4e7f-b281-2974c940d475
|
14
|
|
Non-linear behaviour of masonry walls: FE, DE & FE/DE models, file e2f56ed8-bab1-3eaf-e053-3a05fe0a5d97
|
14
|
|
Sensitivity to material contrast in homogenization of random particle composites as micropolar continua, file e2f56ed8-3783-3eaf-e053-3a05fe0a5d97
|
12
|
|
Full 3D homogenization approach to investigate the behavior of masonry arch bridges: the Venice trans-lagoon railway bridge, file e2f56ed7-f657-3eaf-e053-3a05fe0a5d97
|
10
|
|
Fast statistical homogenization procedure (FSHP) for particle random composites using virtual element method, file e2f56ed7-f4fa-3eaf-e053-3a05fe0a5d97
|
8
|
|
A Procedure to Investigate the Collapse Behavior of Masonry Domes: Some Meaningful Cases, file e2f56ed8-3781-3eaf-e053-3a05fe0a5d97
|
8
|
|
A multiscale/multidomain model for the failure analysis of masonry walls: a validation with a combined FEM/DEM approach, file e2f56ed8-378a-3eaf-e053-3a05fe0a5d97
|
8
|
|
Alcune considerazioni sulla modellazione FEM del campanile di Santa Maria Gloriosa dei Frari: sensitività della modellazione a parametri geometrici e costruttivi, file e2f56ed8-5c57-3eaf-e053-3a05fe0a5d97
|
6
|
|
Non-destructive experimentation: Dynamic identification of multi-leaf masonry walls damaged and consolidated, file e2f56eda-202f-3eaf-e053-3a05fe0a5d97
|
6
|
|
On the structural behaviour of existing RC bridges subjected to corrosion effects: Numerical insight, file 969546a1-8ae0-4641-b6cf-aa2fda93346b
|
5
|
|
Limit analysis of locally reinforced masonry arches, file b57cfa82-16b0-4471-9d04-adac91eaec55
|
5
|
|
Comparative analysis of numerical discrete and finite element models: the case of in-plane loaded periodic brickwork, file e2f56ed3-902c-3eaf-e053-3a05fe0a5d97
|
5
|
|
On nonlinear rheology of masonries and granular media, file 291fb02e-3914-4230-b2ba-818224146dab
|
4
|
|
Nonlinear strain gradient and micromorphic one-dimensional elastic continua: Comparison through strong ellipticity conditions, file 515cf911-8bd4-470e-9378-dedfc07d470f
|
4
|
|
Corrugated shells: An algorithm for generating double-curvature geometric surfaces for structural analysis, file e2f56eda-477c-3eaf-e053-3a05fe0a5d97
|
4
|
|
Heterogeneous and continuous models: comparative analysis of masonry wall subjected to differential settlements, file e2f56ed8-4512-3eaf-e053-3a05fe0a5d97
|
3
|
|
Compressive and shear behaviour of masonry panels: experimentation and numerical analysis, file e2f56ed8-5c59-3eaf-e053-3a05fe0a5d97
|
3
|
|
Numerical insights on the structural assessment of typical historical masonry vaults of Cagliari, file e2f56ed9-6cc4-3eaf-e053-3a05fe0a5d97
|
3
|
|
Laboratory and numerical experimentation for masonry in compression, file e2f56ed9-edad-3eaf-e053-3a05fe0a5d97
|
3
|
|
Statistical Assessment of In-Plane Masonry Panels Using Limit Analysis with Sliding Mechanism, file e2f56eda-d62d-3eaf-e053-3a05fe0a5d97
|
3
|
|
Statistical homogenization of random porous media, file b94b5b12-79eb-4ef4-be40-f9fb064207c1
|
2
|
|
Structural behaviour of corrugated shells: A look at the Flaminio dome in Rome, file bbe78e11-9b16-49e9-ab40-2e2c3e78476f
|
2
|
|
Modal Analysis of Frari Historical Bell Tower in Venice: A Comparison Between Detailed and Simplified Models, file e2f56ed8-3788-3eaf-e053-3a05fe0a5d97
|
2
|
|
DEM & FEM/DEM models for laterally loaded masonry walls, file e2f56ed8-378b-3eaf-e053-3a05fe0a5d97
|
2
|
|
Homogenization of Random Porous Materials With Low-Order Virtual Elements, file e2f56ed8-7bc7-3eaf-e053-3a05fe0a5d97
|
2
|
|
Rotation and sliding collapse mechanisms for in plane masonry pointed arches: statistical parametric assessment, file e2f56eda-d8dd-3eaf-e053-3a05fe0a5d97
|
2
|
|
Three-leaf brick masonry walls: FE & DE models, file e2f56ed7-f658-3eaf-e053-3a05fe0a5d97
|
1
|
|
Multi-Leaf Masonry Walls with Full, Damaged and Consolidated Infill: Experimental and Numerical Analyses, file e2f56ed8-1e41-3eaf-e053-3a05fe0a5d97
|
1
|
|
Damage-imperfection indicators for the assessment of multi-leaf masonry walls under different conditions, file e2f56ed8-3785-3eaf-e053-3a05fe0a5d97
|
1
|
|
FE, DE and FE/DE models to investigate the non-linear behaviour of masonry walls: a critical comparison, file e2f56ed8-3786-3eaf-e053-3a05fe0a5d97
|
1
|
|
A finite element-discrete element approach for the analysis of the Venice trans-lagoon railway bridge, file e2f56ed8-450e-3eaf-e053-3a05fe0a5d97
|
1
|
|
FEM/DEM Approach for the Analysis of Masonry Arch Bridges, file e2f56ed8-5146-3eaf-e053-3a05fe0a5d97
|
1
|
|
Discrete and finite element models for periodic brickwork: a comparative analysis, file e2f56ed8-5c58-3eaf-e053-3a05fe0a5d97
|
1
|
|
Discrete and Finite Element Models for the Analysis of Unreinforced and Partially Reinforced Masonry Arches, file e2f56ed8-b90f-3eaf-e053-3a05fe0a5d97
|
1
|
|
Non-linear behaviour of masonry walls: FE, DE & FE/DE models, file e2f56ed9-d12b-3eaf-e053-3a05fe0a5d97
|
1
|
|
In plane loaded masonry walls: DEM and FEM/DEM models. A critical review, file e2f56ed9-f1a9-3eaf-e053-3a05fe0a5d97
|
1
|
|
Strong Ellipticity Within the Strain Gradient Elasticity: Elastic Bar Case, file e2f56eda-d7d4-3eaf-e053-3a05fe0a5d97
|
1
|
|
Strong Ellipticity Within the Strain Gradient Elasticity: Elastic Bar Case, file e2f56eda-d851-3eaf-e053-3a05fe0a5d97
|
1
|
|
Thin corrugated-edge shells inspired by Nervi’s dome: Numerical insight about their mechanical behaviour, file eca31f99-77bc-4841-8a25-6a7853087761
|
1
|
| Totale |
3.638 |