Pages that link to "Item:Q2972501"

The following pages link to Time Integration Method Based on Discrete Transfer Function (Q2972501):

Displaying 20 items.

• A family of second-order fully explicit time integration schemes (Q1993625) (← links)
• Two third-order explicit integration algorithms with controllable numerical dissipation for second-order nonlinear dynamics (Q2142147) (← links)
• Modified differential transformation method for solving nonlinear dynamic problems (Q2290216) (← links)
• Structure-dependent improved Wilson-\(\theta\) method with higher order of accuracy and controllable amplitude decay (Q2294853) (← links)
• Application of Weight Functions in Nonlinear Analysis of Structural Dynamics Problems (Q2972069) (← links)
• A New Explicit Time Integration Scheme for Nonlinear Dynamic Analysis (Q2972560) (← links)
• Introduction of the digital signal processing methodology (DSPM) for time integration (Q4835785) (← links)
• A Comparative Study of Two Families of Higher-Order Accurate Time Integration Algorithms (Q4985145) (← links)
• Noniterative Integration Algorithms with Controllable Numerical Dissipations for Structural Dynamics (Q5225925) (← links)
• On designing and developing single‐step second‐order implicit methods with dissipation control and zero‐order overshoots via subsidiary variables (Q6082632) (← links)
• An efficient weighted residual time integration family (Q6491492) (← links)
• Stability and accuracy analysis of real-time hybrid simulation (RTHS) with incomplete boundary conditions and actuator delay (Q6491595) (← links)
• Alpha-modification of cubic B-spline direct time integration method (Q6492834) (← links)
• A new procedure for nonlinear dynamic analysis of structures under seismic loading based on equivalent nodal secant stiffness (Q6493008) (← links)
• New explicit integration algorithms with controllable numerical dissipation for structural dynamics (Q6493011) (← links)
• A new family of explicit model-based integration algorithms for structural dynamic analysis (Q6493255) (← links)
• General formulation of eliminating unusual amplitude growth for structure-dependent integration algorithms (Q6493346) (← links)
• Family of structure-dependent methods for structural dynamics (Q6538306) (← links)
• A new predictor-corrector explicit integration method with unconditional stability and higher-order accuracy (Q6620812) (← links)
• Directly self-starting second-order explicit integration methods with dissipation control and adjustable bifurcation points for second-order initial value problems (Q6640011) (← links)