Nome |
# |
An interval finite element method for the analysis of structures with spatially varying uncertainties, file e2047588-08ab-7e24-e053-6605fe0afb29
|
29
|
Reliability analysis of structures with interval uncertainties under
stationary stochastic excitations, file e2047589-c096-7e24-e053-6605fe0afb29
|
15
|
A novel Interval Finite Element Method based on the improved
interval analysis, file e2047589-cb22-7e24-e053-6605fe0afb29
|
13
|
Natural frequencies of structures with interval parameters, file e2047589-c5ef-7e24-e053-6605fe0afb29
|
6
|
One-dimensional heterogeneous solids with uncertain elastic modulus
in presence of long-range interactions: Interval versus stochastic
analysis, file e2047586-0f3c-7e24-e053-6605fe0afb29
|
5
|
On the vibrations of a mechanically based non-local beam model, file e2047586-11a8-7e24-e053-6605fe0afb29
|
4
|
The mechanically based non-local elasticity: An overview of main results and future challenges, file e2047586-37c2-7e24-e053-6605fe0afb29
|
4
|
Bounds of reliability function for structural systems subjected to imprecise seismic actions, file df968831-0fd7-4b34-8988-0d88d7b80510
|
3
|
A mechanically based approach to non-local beam theories, file e2047586-0dff-7e24-e053-6605fe0afb29
|
3
|
Reliability assessment of structural systems with interval uncertainties under spectrum-compatible seismic excitations, file e2047586-10a1-7e24-e053-6605fe0afb29
|
3
|
Static Analysis of Timoshenko Beams with Interval Young's Modulus, file e2047586-22d2-7e24-e053-6605fe0afb29
|
3
|
Nonhomogeneous nonlocal elasticity: a finite element approach, file e2047586-2445-7e24-e053-6605fe0afb29
|
3
|
The nonlocal finite element method: computational issues and numerical findings, file e2047586-26b6-7e24-e053-6605fe0afb29
|
3
|
Reliability analysis of randomly excited FE modelled structures with interval mass and stiffness via sensitivity analysis, file e2047589-30cf-7e24-e053-6605fe0afb29
|
3
|
A sensitivity-based approach for interval reliability analysis of structures under random excitation, file b9c48f71-7219-42f2-a74a-49d501260d43
|
2
|
Finite element solutions for nonhomogeneous nonlocal elastic problems, file e2047586-0b12-7e24-e053-6605fe0afb29
|
2
|
Uncertain structural free vibration analysis with non-probabilistic spatially varying parameters, file e2047586-0fd2-7e24-e053-6605fe0afb29
|
2
|
A substructure approach for the dynamic analysis
of train–track–bridge system, file e2047586-11dc-7e24-e053-6605fe0afb29
|
2
|
Interval Fractile Levels for
Stationary Stochastic Response
of Linear Structures With
Uncertainties, file e2047586-1650-7e24-e053-6605fe0afb29
|
2
|
A Method for Fatigue Analysis of Piping Systems on Topsides of FPSO Structures, file e2047586-1d78-7e24-e053-6605fe0afb29
|
2
|
Static response bounds of Timoshenko beams with spatially varying interval uncertainties, file e2047586-1dff-7e24-e053-6605fe0afb29
|
2
|
Stochastic analysis of one-dimensional heterogeneous solids with long-range interactions, file e2047586-1fe0-7e24-e053-6605fe0afb29
|
2
|
A 2D FE approach for nonlocal elastic problems, file e2047586-2164-7e24-e053-6605fe0afb29
|
2
|
Response of structural systems with uncertain-but-bounded parameters under stationary stochastic input via interval analysis, file e2047586-2242-7e24-e053-6605fe0afb29
|
2
|
Dynamics of structures with uncertain-but-bounded parameters via pseudo-static sensitivity analysis, file e2047586-e665-7e24-e053-6605fe0afb29
|
2
|
Propagation of uncertain structural properties described by imprecise Probability Density Functions via response surface method, file e2047587-bc5d-7e24-e053-6605fe0afb29
|
2
|
A new displacement-based framework for non-local Timoshenko beams, file e2047587-c038-7e24-e053-6605fe0afb29
|
2
|
A novel Interval Finite Element Method based on the improved
interval analysis, file e2047588-01a6-7e24-e053-6605fe0afb29
|
2
|
Reliability analysis of structures with interval uncertainties under
stationary stochastic excitations, file e2047588-08e6-7e24-e053-6605fe0afb29
|
2
|
Natural frequencies of structures with interval parameters, file e2047588-7194-7e24-e053-6605fe0afb29
|
2
|
Serviceability assessment of footbridges via improved interval analysis, file e2047589-2ffc-7e24-e053-6605fe0afb29
|
2
|
Reliability Bounds for Structural Systems Subjected to a Set of Recorded Accelerograms Leading to Imprecise Seismic Power Spectrum, file e2047589-8917-7e24-e053-6605fe0afb29
|
2
|
Reliability Analysis of Randomly Excited Structures with Interval Stiffness Parameters via Sensitivity Analysis, file 615865ec-ecc1-4e10-b895-d7634a8682bc
|
1
|
Serviceability assessment of footbridges via interval analysis, file 8da6fc1a-e4b7-4bf6-abdb-5aff94772c57
|
1
|
Fatigue life bounds for randomly excited structures with interval parameters via sensitivity analysis, file a4787867-50ae-49a8-9749-1a74b26f0d22
|
1
|
Physics-based stochastic aging corrosion analysis assisted by machine learning, file b41c045b-32fb-4d98-b766-4792f9f8ebed
|
1
|
A response surface approach for the static analysis
of stochastic structures with geometrical nonlinearities, file e2047586-0dc2-7e24-e053-6605fe0afb29
|
1
|
Nonstationary Response Envelope Probability Densities of Nonlinear Oscillators, file e2047586-0e2e-7e24-e053-6605fe0afb29
|
1
|
Fatigue analysis of structures with interval axial stiffness subjected to stationary stochastic excitations, file e2047586-0f9a-7e24-e053-6605fe0afb29
|
1
|
Bounds for the stationary stochastic response of truss structures
with uncertain-but-bounded parameters, file e2047586-113f-7e24-e053-6605fe0afb29
|
1
|
Explicit sensitivities of the response of discretized structures under
stationary random processes, file e2047586-1180-7e24-e053-6605fe0afb29
|
1
|
Nonlinear in-plane vibrations of inclined cables carrying
moving oscillators, file e2047586-11cb-7e24-e053-6605fe0afb29
|
1
|
Dynamic analysis of prestressed cables with uncertain pretension, file e2047586-130f-7e24-e053-6605fe0afb29
|
1
|
Response statistics of linear structures with uncertain-but-bounded parameters under Gaussian stochastic input, file e2047586-1367-7e24-e053-6605fe0afb29
|
1
|
Dynamic analysis of suspended cables carrying
moving oscillators, file e2047586-1393-7e24-e053-6605fe0afb29
|
1
|
Euler–Bernoulli interval finite element with spatially varying uncertain properties, file e2047586-162b-7e24-e053-6605fe0afb29
|
1
|
A unified response surface framework for the interval and stochastic finite element analysis of structures with uncertain parameters, file e2047586-162c-7e24-e053-6605fe0afb29
|
1
|
Explicit frequency response functions of discretized structures with uncertain parameters, file e2047586-16ef-7e24-e053-6605fe0afb29
|
1
|
Stochastic analysis of structures with uncertain-but-bounded parameters via
improved interval analysis, file e2047586-17ad-7e24-e053-6605fe0afb29
|
1
|
Absolute versus relative formulations of the moving oscillator problem, file e2047586-18ae-7e24-e053-6605fe0afb29
|
1
|
Monte Carlo simulation for the response analysis of long-span suspended cables under wind loads, file e2047586-1be9-7e24-e053-6605fe0afb29
|
1
|
Approximate solution of the Fokker–Planck–Kolmogorov equation, file e2047586-1d03-7e24-e053-6605fe0afb29
|
1
|
Dynamic analysis of vehicle-bridge interaction using the substructure approach, file e2047586-1f34-7e24-e053-6605fe0afb29
|
1
|
Long-range interactions in 1D heterogeneous solids with uncertainty, file e2047586-2545-7e24-e053-6605fe0afb29
|
1
|
A Method for the Dynamic Analysis of Suspended Cables Carrying Moving Masses, file e2047586-2edd-7e24-e053-6605fe0afb29
|
1
|
Non local integral elasticity: 2D finite element based solutions, file e2047586-33bf-7e24-e053-6605fe0afb29
|
1
|
A finite element approach for nonhomogeneous nonlocal elastic problems, file e2047586-3fb5-7e24-e053-6605fe0afb29
|
1
|
Analysis of structures with random axial stiffness described by imprecise probability density functions, file e2047586-e667-7e24-e053-6605fe0afb29
|
1
|
A sensitivity-based approach for reliability analysis of randomly excited structures with interval axial stiffness, file e2047587-bdc6-7e24-e053-6605fe0afb29
|
1
|
Structural response variability under spatially dependent uncertainty:
Stochastic versus interval model, file e2047588-6b1f-7e24-e053-6605fe0afb29
|
1
|
Explicit reliability sensitivities of linear structures with interval uncertainties under stationary stochastic excitation, file e2047588-6f51-7e24-e053-6605fe0afb29
|
1
|
Totale |
162 |