Nome |
# |
Spatial discretization of strain localization, file e40f7b87-ebda-afca-e053-6605fe0aeaf2
|
619
|
Minimax optimization of Tuned Mass Dampers under seismic excitation, file e40f7b84-12a9-afca-e053-6605fe0aeaf2
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530
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On the Numerical Modelization of Moving Load Beam Problems by a Dedicated Parallel Computing FEM Implementation, file e40f7b8a-30ae-afca-e053-6605fe0aeaf2
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384
|
A numerical approach towards best tuning of Tuned Mass Dampers, file e40f7b84-2d0c-afca-e053-6605fe0aeaf2
|
330
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Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis, file e40f7b89-cc27-afca-e053-6605fe0aeaf2
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321
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Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis, file e40f7b84-2d8b-afca-e053-6605fe0aeaf2
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296
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An integrated monitoring strategy for current condition assessment of historic bridges, file e40f7b89-9cec-afca-e053-6605fe0aeaf2
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223
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A refined FDD algorithm for Operational Modal Analysis of buildings under earthquake loading, file e40f7b84-4b53-afca-e053-6605fe0aeaf2
|
195
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Critical velocities of a beam on nonlinear elastic foundation under harmonic moving load, file e40f7b87-5a82-afca-e053-6605fe0aeaf2
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189
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Numerical dynamic analysis of beams on nonlinear elastic foundations under harmonic moving load, file e40f7b85-c222-afca-e053-6605fe0aeaf2
|
180
|
On the mixed collapse mechanism of semi-circular masonry arches, file e40f7b84-2d91-afca-e053-6605fe0aeaf2
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178
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Experimental and numerical investigations for the structural characterization of a historic RC arch bridge, file e40f7b85-1598-afca-e053-6605fe0aeaf2
|
166
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Heterogeneous sensor fusion for reducing uncertainty in Structural Health Monitoring, file e40f7b85-15a1-afca-e053-6605fe0aeaf2
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164
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Analytical and numerical analysis on the collapse modes of least-thickness circular masonry arches at decreasing friction, file e40f7b89-0164-afca-e053-6605fe0aeaf2
|
155
|
Least-thickness symmetric circular masonry arch of maximum horizontal thrust, file e40f7b8a-3b86-afca-e053-6605fe0aeaf2
|
151
|
Friction coefficient measurements to assess tooling behaviour in hot rolling processes, file e40f7b84-3edc-afca-e053-6605fe0aeaf2
|
147
|
Denoising corrupted structural vibration response: critical comparison and assessment of related methods, file e40f7b89-f18d-afca-e053-6605fe0aeaf2
|
147
|
An enhanced Johnson-Cook strength model for splitting strain rate and temperature effects on lower yield stress and plastic flow, file e40f7b8a-09ee-afca-e053-6605fe0aeaf2
|
131
|
Analysis and optimisation of Tuned Mass Dampers for impulsive excitation, file e40f7b84-3ed8-afca-e053-6605fe0aeaf2
|
113
|
Analysis on the optimum performance of Tuned Mass Damper devices in the context of earthquake engineering, file e40f7b84-4b5a-afca-e053-6605fe0aeaf2
|
104
|
Static Upper/Lower Thrust and Kinematic Work Balance Stationarity for Least-Thickness Circular Masonry Arch Optimization, file e40f7b89-b56c-afca-e053-6605fe0aeaf2
|
103
|
Optimum Tuned Mass Dampers under seismic Soil-Structure Interaction, file e40f7b8a-299a-afca-e053-6605fe0aeaf2
|
98
|
On the denoising of structural vibration response records from low-cost sensors: a critical comparison and assessment, file e40f7b8a-8ee9-afca-e053-6605fe0aeaf2
|
96
|
Signal Processing Methodology of Response Data from a Historical Arch Bridge toward Reliable Modal Identification, file e40f7b8b-59a1-afca-e053-6605fe0aeaf2
|
87
|
Output-only modal dynamic identification of frames by a refined FDD algorithm at seismic input and high damping, file e40f7b8a-19a1-afca-e053-6605fe0aeaf2
|
79
|
Model updating of a historic concrete bridge by sensitivity- and global optimization-based Latin Hypercube Sampling, file e40f7b8a-4d8b-afca-e053-6605fe0aeaf2
|
68
|
Optimum tuning of Tuned Mass Dampers for frame structures under earthquake excitation, file e40f7b8a-48ea-afca-e053-6605fe0aeaf2
|
61
|
On bifurcation in local and nonlocal materials with tension and compression damage, file e40f7b85-5b09-afca-e053-6605fe0aeaf2
|
59
|
A formulation of isotropic and anisotropic damage with evolution laws in pseudo-log space, file e40f7b85-537e-afca-e053-6605fe0aeaf2
|
58
|
Universal analytical solution of the steady-state response of an infinite beam on a Pasternak elastic foundation under moving load, file e40f7b8a-1533-afca-e053-6605fe0aeaf2
|
58
|
Elastoplastic structural analysis of the Paderno d'Adda bridge (Italy, 1889) based on Limit Analysis, file e40f7b87-9622-afca-e053-6605fe0aeaf2
|
50
|
New computational algorithms for the Limit Analysis of large-scale 3D truss-frame structures, file e40f7b87-e237-afca-e053-6605fe0aeaf2
|
48
|
On the processing of earthquake-induced structural response signals by suitable Operational Modal Analysis identification techniques, file e40f7b85-c942-afca-e053-6605fe0aeaf2
|
46
|
Analytical and numerical modelling of the Swift effect in elastoplastic torsion, file e40f7b87-ea25-afca-e053-6605fe0aeaf2
|
46
|
Seismic FDD modal identification and monitoring of building properties from real strong-motion structural response signals, file e40f7b8a-0866-afca-e053-6605fe0aeaf2
|
46
|
Secant stress/strain relations of orthotropic elastic damage with dual properties, file e40f7b84-1c0b-afca-e053-6605fe0aeaf2
|
45
|
An 'extended' anisotropic damage model based on Young/Poisson decomposition, file e40f7b87-e6c9-afca-e053-6605fe0aeaf2
|
42
|
On the use of a syntactic foam as core for sandwich panels and as external coating for pressurised pipelines, file e40f7b85-5b0b-afca-e053-6605fe0aeaf2
|
40
|
Some problems of tensor calculus in the context of solid mechanics, file e40f7b85-48e6-afca-e053-6605fe0aeaf2
|
35
|
Theoretical and numerical modeling of strain-rate softening instabilities:on the velocity selection of propagating Portevin-Le Chatelier deformation bands, file e40f7b85-547d-afca-e053-6605fe0aeaf2
|
15
|
Optimum tuning of passive Tuned Mass Dampers for the mitigation of pulse-like responses, file e40f7b88-21ac-afca-e053-6605fe0aeaf2
|
11
|
Biomechanical simulations of corneal refractive surgery, file e40f7b85-58a0-afca-e053-6605fe0aeaf2
|
9
|
Universal analytical solution of the steady-state response of an infinite beam on a Pasternak elastic foundation under moving load, file e40f7b87-5d09-afca-e053-6605fe0aeaf2
|
8
|
Structural analysis of the Paderno d'Adda Bridge (Italy, 1889), file e40f7b87-961d-afca-e053-6605fe0aeaf2
|
7
|
Numerical simulations of flat-jack test setups for the local shear characterisation of masonry panels, file e40f7b87-a746-afca-e053-6605fe0aeaf2
|
7
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Output-only modal dynamic identification of frames by a refined FDD algorithm at seismic input and high damping, file e40f7b85-21c3-afca-e053-6605fe0aeaf2
|
6
|
An enhanced Johnson-Cook strength model for splitting strain rate and temperature effects on lower yield stress and plastic flow, file e40f7b85-21c8-afca-e053-6605fe0aeaf2
|
6
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Effectiveness of seismic-tuned passive Tuned Mass Dampers accounting for Soil-Structure Interaction, file e40f7b85-2208-afca-e053-6605fe0aeaf2
|
6
|
On modal identification of structures from earthquake response signals by a refined Frequency Domain Decomposition approach, file e40f7b85-2239-afca-e053-6605fe0aeaf2
|
6
|
A full dynamic compound inverse method for output-only element-level system identification and input estimation from earthquake response signals, file e40f7b85-5ec3-afca-e053-6605fe0aeaf2
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6
|
A true PML approach for steady-state vibration analysis of an elastically supported beam under moving load by a DLSFEM formulation, file e40f7b89-d5b1-afca-e053-6605fe0aeaf2
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6
|
On the theory of the ellipse of elasticity as a natural discretisation method in the design of Paderno d’Adda Bridge (Italy), file e40f7b85-58a2-afca-e053-6605fe0aeaf2
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5
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Full Dynamic Compound Inverse Method for seismic output-only element-level and input identification: Unitary formulation and extensive validation, file e40f7b87-b896-afca-e053-6605fe0aeaf2
|
5
|
Nonlinear programming numerical formulation to acquire limit self-standing conditions of circular masonry arches accounting for limited friction, file e40f7b89-bf9a-afca-e053-6605fe0aeaf2
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5
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Anisotropic stiffness degradation triggers onset of strain localization, file e40f7b84-1a41-afca-e053-6605fe0aeaf2
|
4
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On the Portevin-Le Chatelier effect: theoretical modeling and numerical results, file e40f7b84-1e55-afca-e053-6605fe0aeaf2
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4
|
On the analysis of minimum thickness in circular masonry arches, file e40f7b84-35dc-afca-e053-6605fe0aeaf2
|
4
|
FEM investigation on a flat-jack test setup for local shear characterization in masonry panels, file e40f7b85-1a50-afca-e053-6605fe0aeaf2
|
4
|
Analytical and numerical analysis on the collapse mode of circular masonry arches, file e40f7b85-6fb9-afca-e053-6605fe0aeaf2
|
4
|
Limit Analysis of a historical iron arch bridge. Formulation and computational implementation, file e40f7b85-c39b-afca-e053-6605fe0aeaf2
|
4
|
Eulerian simulations of perforating gun firing in air at atmospheric pressure: scallop geometry influence on design optimization, file e40f7b85-e4a8-afca-e053-6605fe0aeaf2
|
4
|
Seismic FDD modal identification and monitoring of building properties from real strong-motion structural response signals, file e40f7b87-4c20-afca-e053-6605fe0aeaf2
|
4
|
Earthquake structural modal estimates of multi-storey frames by a refined Frequency Domain Decomposition algorithm, file e40f7b87-508a-afca-e053-6605fe0aeaf2
|
4
|
Effective iterative algorithm for the Limit Analysis of truss-frame structures by a kinematic approach, file e40f7b87-5697-afca-e053-6605fe0aeaf2
|
4
|
Evolutive and kinematic Limit Analysis algorithms for large-scale 3D truss-frame structures: comparison application to historic iron bridge arch, file e40f7b89-b56b-afca-e053-6605fe0aeaf2
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4
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An implementation for 2nd-order M-N coupling and geometric stiffness adaptation in tapered beam-column elements, file e40f7b89-d87e-afca-e053-6605fe0aeaf2
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4
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Optimised structural modelling for inverse analysis parameter identification relying on dynamic measurements, file 934af99d-1c96-4a7c-ae18-6a670fda206a
|
3
|
Inverse analysis investigation by Gaussian processes optimisation of a historical concrete bridge relying on dynamic modal measurements, file c8e6f766-cf3b-4238-8eb1-1489fc4e7fbd
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3
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On the analysis of minimum thickness in circular masonry arches, file e40f7b84-2c73-afca-e053-6605fe0aeaf2
|
3
|
Parameter identification of elastoplastic materials by simulation of static and dynamic indentation tests, file e40f7b84-376b-afca-e053-6605fe0aeaf2
|
3
|
Optimum passive and hybrid Tuned Mass Dampers for structural systems under impulse excitation, file e40f7b84-376f-afca-e053-6605fe0aeaf2
|
3
|
Heat flux evaluation in high temperature ring-on-ring contacts, file e40f7b84-4951-afca-e053-6605fe0aeaf2
|
3
|
On the consequences of the adoption of the Zaremba-Jaumann objective stress rate in FEM codes, file e40f7b84-4956-afca-e053-6605fe0aeaf2
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3
|
Determinazione analitica e numerica di direzioni di localizzazione in modelli a danneggiamento scalare, file e40f7b85-4fb5-afca-e053-6605fe0aeaf2
|
3
|
Elastic-plastic models for fluid-saturated porous media and inception of strain localisation, file e40f7b85-538d-afca-e053-6605fe0aeaf2
|
3
|
Fracture-energy-based regularization of a scalar damage model, file e40f7b85-5867-afca-e053-6605fe0aeaf2
|
3
|
Constitutive modeling of fluid-saturated porous media with degrading elastic properties, file e40f7b85-5a0e-afca-e053-6605fe0aeaf2
|
3
|
Mechanical behavior of a syntactic foam/glass fibre composite sandwich: experimental results and numerical simulations, file e40f7b85-5f84-afca-e053-6605fe0aeaf2
|
3
|
An ‘extended’ volumetric/deviatoric formulation of anisotropic damage based on a pseudo-log rate, file e40f7b85-6d9c-afca-e053-6605fe0aeaf2
|
3
|
Refined FDD modal dynamic identification from earthquake responses with Soil-Structure Interaction, file e40f7b87-4a94-afca-e053-6605fe0aeaf2
|
3
|
Refined Frequency Domain Decomposition modal dynamic identification from earthquake-induced structural responses, file e40f7b87-5224-afca-e053-6605fe0aeaf2
|
3
|
Finite element dynamic analysis of beams on nonlinear elastic foundations under a moving oscillator, file e40f7b87-583a-afca-e053-6605fe0aeaf2
|
3
|
Structural analysis of the Paderno d'Adda Bridge (Italy, 1889), file e40f7b87-ea2b-afca-e053-6605fe0aeaf2
|
3
|
Model updating of a historic concrete bridge by sensitivity- and global optimization-based Latin Hypercube Sampling, file e40f7b88-1bcc-afca-e053-6605fe0aeaf2
|
3
|
Optimum Tuned Mass Dampers under seismic Soil-Structure Interaction, file e40f7b88-327e-afca-e053-6605fe0aeaf2
|
3
|
On the processing of earthquake-induced structural response signals by suitable Operational Modal Analysis identification techniques, file e40f7b89-c70c-afca-e053-6605fe0aeaf2
|
3
|
New computational Limit Analysis approaches for structural optimization problems, file e40f7b8b-31a2-afca-e053-6605fe0aeaf2
|
3
|
Computational elastoplastic structural analysis of carbon nanotubes, file bd39d1c3-4dc6-478c-bced-abc2e2c529cc
|
2
|
On failure indicators in multi-dissipative materials, file e40f7b84-19b7-afca-e053-6605fe0aeaf2
|
2
|
An ‘extended’ volumetric/deviatoric formulation of anisotropic damage based on a pseudo-log rate, file e40f7b84-1aec-afca-e053-6605fe0aeaf2
|
2
|
Numerical tuning of Tuned Mass Dampers under earthquake loading, file e40f7b84-35db-afca-e053-6605fe0aeaf2
|
2
|
On the Constitutive Modeling of Strain Rate and Temperature Dependent Materials. Part II − An Enhanced Johnson-Cook Strength Model for Splitting Strain Rate and Temperature Effects on Lower Yield Stress and Plastic Flow, file e40f7b84-377e-afca-e053-6605fe0aeaf2
|
2
|
Analisi strutturale del ponte in ferro di Paderno d’Adda (1889), file e40f7b84-39a6-afca-e053-6605fe0aeaf2
|
2
|
Numerical DEM (DDA) analysis on the collapse mode of circular masonry arches, file e40f7b84-39aa-afca-e053-6605fe0aeaf2
|
2
|
On the formulation of isotropic and anisotropic damage, file e40f7b85-512b-afca-e053-6605fe0aeaf2
|
2
|
Strain localization in transversely isotropic elastic-plastic solids, file e40f7b85-5390-afca-e053-6605fe0aeaf2
|
2
|
Strain localization for constitutive models combining plasticity with elastic degradation, file e40f7b85-5f7f-afca-e053-6605fe0aeaf2
|
2
|
On the inception of strain localization in anisotropic solids and fluid-saturated porous media, file e40f7b85-5f81-afca-e053-6605fe0aeaf2
|
2
|
The representation problem of pairs of symmetric second-order tensors in the context of Solid Mechanics, file e40f7b85-6347-afca-e053-6605fe0aeaf2
|
2
|
A unified theory of elastic degradation and damage based on a loading surface, file e40f7b85-723a-afca-e053-6605fe0aeaf2
|
2
|
Totale |
6.133 |