| Nome |
# |
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Vibration mitigation in offshore wind turbines via tuned mass damper, file e2047586-a96d-7e24-e053-6605fe0afb29
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46
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An exact modal analysis approach to vibration analysis of structures with mass-spring subsystems and rotational joints, file e2047586-e91a-7e24-e053-6605fe0afb29
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34
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Finite-element formulation of a nonlocal hereditary fractional-order Timoshenko beam, file e2047586-b40e-7e24-e053-6605fe0afb29
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27
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A novel approach to nonlinear variable-order fractional viscoelasticity, file e2047586-d215-7e24-e053-6605fe0afb29
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27
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Time-domain uncoupled analyses for seismic assessment of land-based wind turbines, file e2047586-b01a-7e24-e053-6605fe0afb29
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25
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An exact generalised function approach to frequency response analysis of beams and plane frames with the inclusion of viscoelastic damping, file e2047586-b01c-7e24-e053-6605fe0afb29
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25
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A Fractional Approach to Non-Newtonian Blood Rheology in Capillary Vessels, file e2047586-db4d-7e24-e053-6605fe0afb29
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20
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On the dynamics of non-local fractional viscoelastic beams under stochastic agencies, file e2047586-af73-7e24-e053-6605fe0afb29
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14
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On the dynamics of nano-frames, file e2047589-48b4-7e24-e053-6605fe0afb29
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12
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ATTIVITÀ SPERIMENTALE IN MARE SU UN MODELLO IN SCALA 1:30 DI UN SUPPORTO GALLEGGIANTE PER TURBINA EOLICA OFFSHORE DI TIPO SPAR, file 03da550a-5097-4117-b91b-51f268e4a9d6
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11
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Seismic analysis of offshore wind turbines on bottom-fixed support structures with soil-structure interaction, file e2047586-aeef-7e24-e053-6605fe0afb29
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11
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MITIGATION OF SPAR ROLL RESPONSE BY DOUBLE TUNED MASS DAMPER, file 7a22ddc2-591f-46d7-b1b0-6bb4882463a9
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10
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Stochastic analysis of a nonlocal fractional viscoelastic bar forced by Gaussian white noise, file e2047586-13b8-7e24-e053-6605fe0afb29
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10
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Operational modal analysis of a spar-type floating platform using frequency domain decomposition method, file e2047586-0b2d-7e24-e053-6605fe0afb29
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9
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Finite-element formulation of a nonlocal hereditary fractional-order Timoshenko beam, file e2047589-acfb-7e24-e053-6605fe0afb29
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9
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SIMPLIFIED AERO-HYDRO-SERVO-ELASTIC ANALYSIS OF AN OFFSHORE FLOATING MULTI-PURPOSE PLATFORM, file 3fd428d3-ee15-49e8-bcff-0ba4b9083df8
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6
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A Mellin transform approach to wavelet analysis, file e2047586-b38c-7e24-e053-6605fe0afb29
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5
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Analysis of the coupled dynamic response of an offshore floating multi-purpose platform for the Blue Economy, file e2047587-c131-7e24-e053-6605fe0afb29
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5
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Response-spectrum uncoupled analyses for seismic assessment of offshore wind turbines, file e2047586-0b37-7e24-e053-6605fe0afb29
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4
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On the vibrations of a mechanically based non-local beam model, file e2047586-11a8-7e24-e053-6605fe0afb29
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4
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Output-only identification of rigid body motions of floating structures: A case study, file e2047586-24cf-7e24-e053-6605fe0afb29
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4
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The mechanically based non-local elasticity: An overview of main results and future challenges, file e2047586-37c2-7e24-e053-6605fe0afb29
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4
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New perspectives in offshore wind energy, file e2047586-8529-7e24-e053-6605fe0afb29
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4
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Finite element method for a nonlocal Timoshenko beam model, file e2047586-aa78-7e24-e053-6605fe0afb29
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4
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Time-domain uncoupled analyses for seismic assessment of land-based wind turbines, file e2047587-bfd9-7e24-e053-6605fe0afb29
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4
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Exact stochastic analysis of coupled bending-torsion beams with in-span supports and masses, file e2047586-0d99-7e24-e053-6605fe0afb29
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3
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A mechanically based approach to non-local beam theories, file e2047586-0dff-7e24-e053-6605fe0afb29
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3
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On intermediate-scale open-sea experiments on floating offshore structures: Feasibility and application on a spar support for offshore wind turbines, file e2047586-0fe6-7e24-e053-6605fe0afb29
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3
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A Galerkin approach for power spectrum determination of nonlinear oscillators, file e2047586-130e-7e24-e053-6605fe0afb29
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3
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An exact approach to the dynamics of locally-resonant beams, file e2047586-a96b-7e24-e053-6605fe0afb29
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3
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Exact frequency response of bars with multiple dampers, file e2047586-afa7-7e24-e053-6605fe0afb29
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3
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On the moving load problem in beam structures equipped with tuned mass dampers, file e2047586-0b4c-7e24-e053-6605fe0afb29
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2
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Approximate analytical mean-square response of an impacting stochastic system oscillator with fractional damping, file e2047586-1085-7e24-e053-6605fe0afb29
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2
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Seismic vulnerability evaluation of historical masonry churches: Proposal for a general and comprehensive numerical approach to cross-check results, file e2047586-13ba-7e24-e053-6605fe0afb29
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2
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On the moving load problem in Euler–Bernoulli uniform beams with viscoelastic supports and joints, file e2047586-14b4-7e24-e053-6605fe0afb29
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2
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Flexural vibrations of discontinuous layered elastically bonded beams, file e2047586-b01e-7e24-e053-6605fe0afb29
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2
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A new displacement-based framework for non-local Timoshenko beams, file e2047587-c038-7e24-e053-6605fe0afb29
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2
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Seismic uncoupled analyses for offshore wind turbines, file e2047587-c060-7e24-e053-6605fe0afb29
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2
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An exact generalised function approach to frequency response analysis of beams and plane frames with the inclusion of viscoelastic damping, file e2047587-c22c-7e24-e053-6605fe0afb29
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2
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Two-step pushover analysis of an ancient masonry oil-mill in the Southern Italy, file e2047586-0ddc-7e24-e053-6605fe0afb29
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1
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Frequency analysis of beams with multiple dampers via exact generalized functions, file e2047586-1081-7e24-e053-6605fe0afb29
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1
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Complex modal analysis of rods with viscous damping devices, file e2047586-15e2-7e24-e053-6605fe0afb29
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1
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Damage detection in Euler–Bernoulli beams via spatial wavelet analysis, file e2047586-1868-7e24-e053-6605fe0afb29
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1
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Stochastic response of offshore structures by a new approach to statistical cubicization, file e2047586-1f6c-7e24-e053-6605fe0afb29
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1
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Exact frequency response of two-node coupled bending-torsional beam element with attachments, file e2047586-3856-7e24-e053-6605fe0afb29
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1
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Exact frequency response analysis of axially-loaded beams with viscoelastic dampers, file e2047586-3896-7e24-e053-6605fe0afb29
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1
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Coupled bending and torsional free vibrations of beams with in-span supports and attached masses, file e2047586-3944-7e24-e053-6605fe0afb29
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1
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A solution method for Euler–Bernoulli vibrating discontinuous beams, file e2047586-39a8-7e24-e053-6605fe0afb29
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1
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A non-local two-dimensional foundation model, file e2047586-4014-7e24-e053-6605fe0afb29
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1
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Progress on the experimental set-up for the testing of a floating offshore wind turbine scaled model in a field site, file e2047586-446a-7e24-e053-6605fe0afb29
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1
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On time-domain uncoupled analyses for offshore wind turbines under seismic loads, file e2047586-a898-7e24-e053-6605fe0afb29
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1
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Random vibration mitigation of beams via tuned mass dampers with spring inertia effects, file e2047586-b055-7e24-e053-6605fe0afb29
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1
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Stationary response of beams and frames with fractional dampers through exact frequency response functions, file e2047586-b057-7e24-e053-6605fe0afb29
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1
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Random vibration mitigation of beams via tuned mass dampers with spring inertia effects, file e2047587-bfef-7e24-e053-6605fe0afb29
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1
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The finite element method for fractional non-local thermal energy transfer in non-homogeneous rigid conductors, file e2047587-c068-7e24-e053-6605fe0afb29
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1
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Vibration mitigation in offshore wind turbines via tuned mass damper, file e2047587-c0c3-7e24-e053-6605fe0afb29
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1
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An exact modal analysis approach to vibration analysis of structures with mass-spring subsystems and rotational joints, file e2047587-c153-7e24-e053-6605fe0afb29
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1
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Coupled bending–torsional frequency response of beams with attachments: exact solutions including warping effects, file e2047587-c1d3-7e24-e053-6605fe0afb29
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1
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Stationary response of beams and frames with fractional dampers through exact frequency response functions, file e2047587-c1d5-7e24-e053-6605fe0afb29
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1
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Nonlinear random vibrations of beams with in-span supports via statistical linearization with constrained modes, file e2047587-c226-7e24-e053-6605fe0afb29
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1
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Flexural vibrations of discontinuous layered elastically bonded beams, file e2047587-ca1c-7e24-e053-6605fe0afb29
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1
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A novel statistical linearization solution for randomly excited coupled bending-torsional beams resting on non-linear supports, file e2047587-ce52-7e24-e053-6605fe0afb29
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1
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On time-domain uncoupled analyses for offshore wind turbines under seismic loads, file e2047587-d6d2-7e24-e053-6605fe0afb29
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1
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| Totale |
392 |