Pages that link to "Item:Q3481310"

The following pages link to A survey of direct time-integration methods in computational structural dynamics—I. Explicit methods (Q3481310):

Displaying 50 items.

• A new analysis of the complex two-dimensional multilayered anisotropic soil in time domain (Q341103) (← links)
• Crystal plasticity with Jacobian-free Newton-Krylov (Q352787) (← links)
• Off line simulation system of machining processes (Q357975) (← links)
• The discrete singular convolution for analyses of elastic wave propagations in one-dimensional structures (Q611606) (← links)
• A moving Kriging interpolation-based element-free Galerkin method for structural dynamic analysis (Q653669) (← links)
• Improved quadratic isogeometric element simulation of one-dimensional elastic wave propagation with central difference method (Q725132) (← links)
• An improved implicit method with dissipation control capability: the simple generalized composite time integration algorithm (Q821745) (← links)
• A wavelet-based approach for vibration analysis of framed structures (Q902522) (← links)
• About the use of the HdHr algorithm group in integrating the movement equation with nonlinear terms (Q966256) (← links)
• A frequency-domain approach for modelling transient elastodynamics using scaled boundary finite element method (Q1015680) (← links)
• Explicit time integration algorithms for structural dynamics with optimal numerical dissipation (Q1365625) (← links)
• An efficient method for dynamic analysis of spatial trusses using Legendre wavelets (Q1639358) (← links)
• Dynamics analysis and fuzzy anti-swing control design of overhead crane system based on Riccati discrete time transfer matrix method (Q1789380) (← links)
• A parabolic acceleration time integration method for structural dynamics using quartic B-spline functions (Q1930721) (← links)
• Analyzing effects of surface roughness, voids, and particle-matrix interfacial bonding on the failure response of a heterogeneous adhesive (Q1986893) (← links)
• A consistent finite element approach for dynamic crack propagation with explicit time integration (Q2022006) (← links)
• A Newmark space-time formulation in structural dynamics (Q2039072) (← links)
• An efficient hybrid implicit time integration method with high accuracy for linear and nonlinear dynamics (Q2102590) (← links)
• A novel sub-step explicit time integration method based on cubic B-spline interpolation for linear and nonlinear dynamics (Q2107165) (← links)
• Non-incremental response evaluation in geometrically nonlinear structural dynamics using a space-time stiffness operator (Q2171480) (← links)
• A quadratic temporal finite element method for linear elastic structural dynamics (Q2228670) (← links)
• An improved quartic B-spline based explicit time integration algorithm for structural dynamics (Q2236324) (← links)
• An improved sub-step time-marching procedure for linear and nonlinear dynamics with high-order accuracy and high-efficient energy conservation (Q2241727) (← links)
• An improved higher-order explicit time integration method with momentum corrector for linear and nonlinear dynamics (Q2247358) (← links)
• B-spline based finite element method in one-dimensional discontinuous elastic wave propagation (Q2281897) (← links)
• Structure-dependent improved Wilson-\(\theta\) method with higher order of accuracy and controllable amplitude decay (Q2294853) (← links)
• An improved time integration scheme based on uniform cubic B-splines and its application in structural dynamics (Q2363876) (← links)
• Discrete time transfer matrix method for multibody system dynamics (Q2433218) (← links)
• Discrete time transfer matrix method for dynamics of multibody system with flexible beams moving in space (Q2451605) (← links)
• Riccati discrete time transfer matrix method for elastic beam undergoing large overall motion (Q2461457) (← links)
• Second-order pyramid element formulations suitable for lumped-mass explicit methods in nonlinear solid mechanics (Q2683437) (← links)
• Finite element modelling of the stamping of anisotropic sheet metals (Q2721407) (← links)
• A new direct time integration method for the equations of motion in structural dynamics (Q2929095) (← links)
• Grid dispersion analysis of plane square biquadratic serendipity finite elements in transient elastodynamics (Q2952347) (← links)
• An explicit time integration method for structural dynamics using septuple B-spline functions (Q2952425) (← links)
• Temporal-spatial dispersion and stability analysis of finite element method in explicit elastodynamics (Q2952878) (← links)
• Efficient implementation of an explicit partitioned shear and longitudinal wave propagation algorithm (Q2952960) (← links)
• Application of Weight Functions in Nonlinear Analysis of Structural Dynamics Problems (Q2972069) (← links)
• A survey of direct time-integration methods in computational structural dynamics—II. Implicit methods (Q3481311) (← links)
• Hydroelastic analysis of insulation containment of LNG carrier by global-local approach (Q3590435) (← links)
• A weighted residual development of a time-stepping algorithm for structural dynamics using two general weight functions (Q4216229) (← links)
• A TIME-STEPPING PROCEDURE FOR STRUCTURAL DYNAMICS USING GAUSS POINT COLLOCATION (Q4355304) (← links)
• The large rotations theory of elasto‐viscoplastic shells subjected to the dynamic and thermal loads (Q4467360) (← links)
• Relationship Theorem between Nonlinear Polynomial Equations and the Corresponding Jacobian Matrix (Q4528725) (← links)
• The Cosserat Point Element as an Accurate and Robust Finite Element Formulation for Implicit Dynamic Simulations (Q5237314) (← links)
• Numerical comparison of some explicit time integration schemes used in DEM, FEM/DEM and molecular dynamics (Q5697045) (← links)
• Dual reciprocity BEM applied to transient elastodynamic problem with differential quadrature method in time. (Q5931203) (← links)
• A novel three sub‐step explicit time integration method for wave propagation and dynamic problems (Q6070867) (← links)
• Improved composite implicit time integration method for dynamic analysis of viscoelastic damping systems (Q6116817) (← links)
• Optimal implicit single-step time integration methods with equivalence to the second-order-type linear multistep methods for structural dynamics: accuracy analysis based on an analytical framework (Q6118566) (← links)