| Nome |
# |
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FROM LIDAR DATA TOWARDS HBIM FOR STRUCTURAL EVALUATION, file e2f56ed8-c4b9-3eaf-e053-3a05fe0a5d97
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501
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|
FEM-DEM modeling for out-of-plane loaded masonry panels: a limit analysis approach, file e2f56ed3-8cab-3eaf-e053-3a05fe0a5d97
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500
|
|
A simplified model for railway catenary wire dynamics, file e2f56eda-1dac-3eaf-e053-3a05fe0a5d97
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379
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|
On existence and uniqueness of weak solutions for linear pantographic beam lattices models, file e2f56ed8-ae2b-3eaf-e053-3a05fe0a5d97
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321
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|
Constitutive models for strongly curved beams in the frame of isogeometric analysis, file e2f56ed9-1d4c-3eaf-e053-3a05fe0a5d97
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269
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Relations between static-structural aspects, construction phases and building materials of San Saturnino Basilica (Cagliari, Italy), file e2f56ed4-9811-3eaf-e053-3a05fe0a5d97
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199
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|
Numerical insights on the structural assessment of historical masonry stellar vaults: the case of Santa Maria del Monte in Cagliari, file e2f56ed9-e6da-3eaf-e053-3a05fe0a5d97
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181
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Continuous transition between traveling mass and traveling oscillator using mixed variables, file e2f56ed9-1d4e-3eaf-e053-3a05fe0a5d97
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178
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|
On the whole spectrum of Timoshenko beams. Part II: Further applications, file e2f56ed9-d04f-3eaf-e053-3a05fe0a5d97
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128
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Pantographic metamaterials: an example of mathematically driven design and of its technological challenges, file e2f56ed8-73fd-3eaf-e053-3a05fe0a5d97
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127
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|
Isogeometric analysis of plane-curved beams, file e2f56eda-2ac3-3eaf-e053-3a05fe0a5d97
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122
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An analytical assessment of finite element and isogeometric analyses of the whole spectrum of Timoshenko beams, file e2f56eda-6bba-3eaf-e053-3a05fe0a5d97
|
101
|
|
On the whole spectrum of Timoshenko beams. Part I: a theoretical revisitation, file e2f56eda-6bbf-3eaf-e053-3a05fe0a5d97
|
95
|
|
ArchNURBS: NURBS-Based Tool for the Structural Safety Assessment of Masonry Arches in MATLAB, file e2f56ed9-d051-3eaf-e053-3a05fe0a5d97
|
87
|
|
The Sardinia Radio Telescope: a comparison between close-range photogrammetry and finite element models, file e2f56eda-4b02-3eaf-e053-3a05fe0a5d97
|
83
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Sardinia radio telescope finite element model updating by means of photogrammetric measurements, file e2f56ed9-fcea-3eaf-e053-3a05fe0a5d97
|
68
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|
Contact interactions in complex fibrous metamaterials: a proposal for elastic energy and Rayleigh dissipation potential, file e2f56eda-6af5-3eaf-e053-3a05fe0a5d97
|
66
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|
Isogeometric analysis: a powerful numerical tool for the elastic analysis of historical masonry arches, file e2f56eda-4b04-3eaf-e053-3a05fe0a5d97
|
58
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|
To Francesco dell'Isola, file a46b2661-d0a0-4cfe-aa92-ab48d1598868
|
52
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On nonlinear dilatational strain gradient elasticity, file e2f56eda-4470-3eaf-e053-3a05fe0a5d97
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50
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Hencky-type discrete model for pantographic structures: numerical comparison with second gradient continuum models, file e2f56eda-4b00-3eaf-e053-3a05fe0a5d97
|
45
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Sardinia Radio Telescope structural behavior under solar thermal load, file e2f56eda-be9a-3eaf-e053-3a05fe0a5d97
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40
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Modal analysis of laminates by a mixed assumed-strain finite element model, file e2f56ed9-d284-3eaf-e053-3a05fe0a5d97
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39
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Maestro and his pupils: History of a scientific production, file e46c5462-365d-4b58-9ba3-7f70a2e012f0
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39
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Large deformations induced in planar pantographic sheets by loads applied on fibers: experimental validation of a discrete Lagrangian model, file e2f56eda-8c5f-3eaf-e053-3a05fe0a5d97
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36
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Are higher-gradient models also capable of predicting mechanical behavior in the case of wide-knit pantographic structures?, file e2f56eda-53ae-3eaf-e053-3a05fe0a5d97
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33
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Stabilization by deflation for sparse dynamical systems without loss of sparsity, file e2f56ed9-d04d-3eaf-e053-3a05fe0a5d97
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30
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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
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27
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Pantographic metamaterials: an example of mathematically driven design and of its technological challenges, file e2f56eda-1b52-3eaf-e053-3a05fe0a5d97
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26
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|
Out-of-plane deformation reduction via inelastic hinges in fibrous metamaterials and simplified damage approach, file e2f56eda-32bd-3eaf-e053-3a05fe0a5d97
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25
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Numerical investigation of the post-elastic seismic response of the multi-vaulted Beit-El-Din Hammam, file 67dfb436-a6af-498f-a889-3448247cddca
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24
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Contact interactions in complex fibrous metamaterials: a proposal for elastic energy and Rayleigh dissipation potential, file e2f56eda-6091-3eaf-e053-3a05fe0a5d97
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24
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|
The Sardinia Radio Telescope: a comparison between close-range photogrammetry and finite element models, file e2f56ed6-8e3e-3eaf-e053-3a05fe0a5d97
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23
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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
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20
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Sardinia Radio Telescope structural behavior under solar thermal load, file e2f56eda-d844-3eaf-e053-3a05fe0a5d97
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13
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Constitutive models for strongly curved beams in the frame of isogeometric analysis, file e2f56ed5-f4ea-3eaf-e053-3a05fe0a5d97
|
11
|
|
The construction materials and static-structural aspects of the Budello tower (Teulada, south-west Sardinia, Italy), file e2f56ed9-901b-3eaf-e053-3a05fe0a5d97
|
9
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Numerical aspects of coupling strongly frequency-dependent soil-foundation models with structural finite elements in the time-domain, file e2f56ed3-98cc-3eaf-e053-3a05fe0a5d97
|
8
|
|
Isogeometric analysis: a powerful numerical tool for the elastic analysis of historical masonry arches, file e2f56ed5-f486-3eaf-e053-3a05fe0a5d97
|
8
|
|
A simplified model for railway catenary wire dynamics, file e2f56ed6-7ae0-3eaf-e053-3a05fe0a5d97
|
7
|
|
Sardinia radio telescope finite element model updating by means of photogrammetric measurements, file e2f56ed6-8521-3eaf-e053-3a05fe0a5d97
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7
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Modal analysis of laminates by a mixed assumed-strain finite element model, file e2f56ed7-6988-3eaf-e053-3a05fe0a5d97
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7
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|
Un modello semplificato della dinamica del filo di contatto, file e2f56ed3-7b02-3eaf-e053-3a05fe0a5d97
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6
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On the whole spectrum of Timoshenko beams. Part I: a theoretical revisitation, file e2f56ed5-eedc-3eaf-e053-3a05fe0a5d97
|
6
|
|
On the true extrema of Young's modulus in hexagonal materials, file e2f56ed3-899c-3eaf-e053-3a05fe0a5d97
|
5
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|
Comparative analysis of numerical discrete and finite element models: the case of in-plane loaded periodic brickwork, file e2f56ed3-902c-3eaf-e053-3a05fe0a5d97
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5
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On the dynamics of a beam partially supported by an elastic foundation: an exact solution-set, file e2f56ed3-9678-3eaf-e053-3a05fe0a5d97
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5
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Rotor platforms on pile-groups running through resonance: a comparison between unbounded soil and soil-layers resting on a rigid bedrock, file e2f56ed3-9679-3eaf-e053-3a05fe0a5d97
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5
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|
Large deformations induced in planar pantographic sheets by loads applied on fibers: experimental validation of a discrete Lagrangian model, file e2f56ed5-ea31-3eaf-e053-3a05fe0a5d97
|
5
|
|
Stabilization by deflation for sparse dynamical systems without loss of sparsity, file e2f56ed5-f2bc-3eaf-e053-3a05fe0a5d97
|
5
|
|
The contribution of Gustav R. Kirchhoff to the dynamics of tapered beams, file e2f56ed7-61b4-3eaf-e053-3a05fe0a5d97
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5
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|
The Complete Works of Gabrio Piola: Volume II - Commented English Translation, file e2f56ed8-4d22-3eaf-e053-3a05fe0a5d97
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5
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A refined assumed strain finite element model for statics and dynamics of laminated plates, file e2f56ed9-2d8f-3eaf-e053-3a05fe0a5d97
|
5
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|
To Francesco dell'Isola, file e890a115-9b6c-45cc-ad23-7b65c33f644b
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5
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Maestro and his pupils: History of a scientific production, file db73a0ff-8c76-4391-8293-e7e02993425c
|
4
|
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Dynamic finite element analysis of interceptive devices for falling rocks, file e2f56ed3-7ad2-3eaf-e053-3a05fe0a5d97
|
4
|
|
Numerical analysis of fire effects on beam structures, file e2f56ed3-7bc0-3eaf-e053-3a05fe0a5d97
|
4
|
|
Sensitivity analysis and optimum design of elastic-plastic structural systems, file e2f56ed3-7bc1-3eaf-e053-3a05fe0a5d97
|
4
|
|
Symmetric matrix-valued transmitting boundary formulation in the time-domain for soil-structure interaction problems, file e2f56ed3-899b-3eaf-e053-3a05fe0a5d97
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4
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|
An analytical assessment of finite element and isogeometric analyses of the whole spectrum of Timoshenko beams, file e2f56ed5-f196-3eaf-e053-3a05fe0a5d97
|
4
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|
Continuous transition between traveling mass and traveling oscillator using mixed variables, file e2f56ed5-f4fc-3eaf-e053-3a05fe0a5d97
|
4
|
|
Corrugated shells: An algorithm for generating double-curvature geometric surfaces for structural analysis, file e2f56eda-477c-3eaf-e053-3a05fe0a5d97
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4
|
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Sardinia Radio Telescope structural behavior under solar thermal load, file e2f56eda-d8ca-3eaf-e053-3a05fe0a5d97
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4
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Extrema of Young’s modulus for cubic and transversely isotropic solids, file e2f56ed3-7ad3-3eaf-e053-3a05fe0a5d97
|
3
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On the evaluation of the shakedown boundary for temperature-dependent elastic properties, file e2f56ed3-7bc2-3eaf-e053-3a05fe0a5d97
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3
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|
Historic masonry of Middle Ages in Sardinia: materials and building techniques as motivating reasons for iconographic choices, file e2f56ed3-9b4b-3eaf-e053-3a05fe0a5d97
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3
|
|
Hencky-type discrete model for pantographic structures: numerical comparison with second gradient continuum models, file e2f56ed5-ea2e-3eaf-e053-3a05fe0a5d97
|
3
|
|
Isogeometric analysis of plane-curved beams, file e2f56ed5-f4fd-3eaf-e053-3a05fe0a5d97
|
3
|
|
Numerical insights on the structural assessment of typical historical masonry vaults of Cagliari, file e2f56ed9-6cc4-3eaf-e053-3a05fe0a5d97
|
3
|
|
Numerical insights on the structural assessment of historical masonry stellar vaults: the case of Santa Maria del Monte in Cagliari, file e2f56ed9-6e06-3eaf-e053-3a05fe0a5d97
|
3
|
|
Solar radiation effects on the Sardinia Radio Telescope performances, file ff560592-730f-4739-9419-274a5820e663
|
3
|
|
Structural behaviour of corrugated shells: A look at the Flaminio dome in Rome, file bbe78e11-9b16-49e9-ab40-2e2c3e78476f
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2
|
|
Four-noded mixed finite elements, using unsymmetric stresses, for linear analysis of membranes, file e2f56ed3-7bc3-3eaf-e053-3a05fe0a5d97
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2
|
|
On some mixed finite element methods for plane membrane problems, file e2f56ed3-7bc4-3eaf-e053-3a05fe0a5d97
|
2
|
|
A four-node hybrid assumed-strain finite element for laminated composite plates, file e2f56ed3-81b7-3eaf-e053-3a05fe0a5d97
|
2
|
|
An unsymmetric stress formulation for Reissner-Mindlin plates: a simple and locking-free hybrid rectangular element, file e2f56ed3-81e5-3eaf-e053-3a05fe0a5d97
|
2
|
|
Extrema of Young's modulus for elastic solids with tetragonal symmetry, file e2f56ed3-8602-3eaf-e053-3a05fe0a5d97
|
2
|
|
Rotations in computational solid mechanics, file e2f56ed5-ea12-3eaf-e053-3a05fe0a5d97
|
2
|
|
On the whole spectrum of Timoshenko beams. Part II: Further applications, file e2f56ed5-efa3-3eaf-e053-3a05fe0a5d97
|
2
|
|
ArchNURBS: NURBS-Based Tool for the Structural Safety Assessment of Masonry Arches in MATLAB, file e2f56ed5-f616-3eaf-e053-3a05fe0a5d97
|
2
|
|
Dynamics of Strongly Curved Concrete Beams by Isogeometric Finite Elements, file e2f56ed7-add0-3eaf-e053-3a05fe0a5d97
|
2
|
|
Are higher-gradient models also capable of predicting mechanical behavior in the case of wide-knit pantographic structures?, file e2f56ed9-6028-3eaf-e053-3a05fe0a5d97
|
2
|
|
Out-of-plane deformation reduction via inelastic hinges in fibrous metamaterials and simplified damage approach, file e2f56eda-55e2-3eaf-e053-3a05fe0a5d97
|
2
|
|
Piola, Gabrio, file 1724744a-d49a-44a9-9f33-d9705c7ad3e8
|
1
|
|
ON THE EVALUATION OF THE SHAKEDOWN BOUNDARY FOR TEMPERATURE-DEPENDENT ELASTIC PROPERTIES, file e2f56ed3-99a9-3eaf-e053-3a05fe0a5d97
|
1
|
|
Discrete and finite element models for periodic brickwork: a comparative analysis, file e2f56ed8-5c58-3eaf-e053-3a05fe0a5d97
|
1
|
|
Cavity-expansion approximation for projectile impact and penetration into sand, file e2f56eda-4a2b-3eaf-e053-3a05fe0a5d97
|
1
|
|
The Study of the Genesis of Novel Mathematical and Mechanical Theories Provides an Inspiration for Future Original Research, file e2f56eda-5cac-3eaf-e053-3a05fe0a5d97
|
1
|
|
null, file e2f56eda-8e32-3eaf-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 |
4.219 |