Pages that link to "Item:Q5928317"

The following pages link to Response analysis of stochastic parameter structures under non-stationary random excitation (Q5928317):

Displaying 31 items.

• Vertex solution theorem for the upper and lower bounds on the dynamic response of structures with uncertain-but-bounded parameters (Q358912) (← links)
• Fast stochastic analysis for non-proportionally damped system (Q366769) (← links)
• Fuzzy stochastic vibrations of double-beam complex system as model sandwich beam with uncertain parameters (Q469816) (← links)
• Non-intrusive hybrid interval method for uncertain nonlinear systems using derivative information (Q739977) (← links)
• Symmetry-breaking bifurcation analysis of stochastic van der Pol system via Chebyshev polynomial approximation (Q857013) (← links)
• Unified form for static displacement, dynamic response and natural frequency analysis based on convex models (Q965542) (← links)
• Computation of bounds for eigenvalues of structures with interval parameters (Q984291) (← links)
• The number theoretical method in response analysis of nonlinear stochastic structures (Q1015588) (← links)
• Seismic response analysis of damper-connected adjacent structures with stochastic parameters (Q1956402) (← links)
• The dynamic characteristics of the damage probability of a gravity dam (Q2011419) (← links)
• Uncertainty quantification of spatially uncorrelated loads with a reduced-order stochastic isogeometric method (Q2039065) (← links)
• Sparse regression Chebyshev polynomial interval method for nonlinear dynamic systems under uncertainty (Q2294778) (← links)
• Recursive approach for random response analysis using non-orthogonal polynomial expansion (Q2391213) (← links)
• Sufficient regularity conditions for complex interval matrices and approximations of eigenvalues sets (Q2422841) (← links)
• A hybrid approach for the time domain analysis of linear stochastic structures (Q2450019) (← links)
• A modal approach for the evaluation of the response sensitivity of structural systems subjected to non-stationary random processes (Q2495800) (← links)
• A highly-efficient method for stationary response of multi-degree-of-freedom nonlinear stochastic systems (Q2659558) (← links)
• Dynamic load identification for uncertain structures based on interval analysis and regularization method (Q2905153) (← links)
• Robust stability analysis of structures with uncertain parameters using mathematical programming approach (Q2952602) (← links)
• New direct probabilistic approach for static responses of structures with uncertainties (Q2995473) (← links)
• INTERVAL AND SUBINTERVAL ANALYSIS METHODS OF THE STRUCTURAL ANALYSIS AND THEIR ERROR ESTIMATIONS (Q3056009) (← links)
• Time-dependent variance and covariance of responses of structures to non-stationary random excitations (Q3325217) (← links)
• Strategy for selecting representative points<i>via</i>tangent spheres in the probability density evolution method (Q3590353) (← links)
• Transient waves in composite‐laminated plates with uncertain load and material property (Q3590365) (← links)
• Stationary Response of States-Constrained Nonlinear Systems Under Stochastic Parametric and External Excitations (Q3989369) (← links)
• The stochastic method of weighted residuals for predicting dynamic response of random structure under stochastic excitation (Q4213692) (← links)
• A Novel Method for Load Bounds Identification for Uncertain Structures in Frequency Domain (Q4962547) (← links)
• (Q4998277) (← links)
• Acccurate and highly efficient algorithms for structural stationary/non-stationary random responses. (Q5955342) (← links)
• A Newton iteration-based interval analysis method for nonlinear structural systems with uncertain-but-bounded parameters (Q6554098) (← links)
• Analytical solutions for the vibration response of thin-walled beams under bidirectional moving random loads (Q6639879) (← links)