Pages that link to "Item:Q2134378"
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The following pages link to A two-step time integration method with desirable stability for nonlinear structural dynamics (Q2134378):
Displaying 10 items.
- Changing the representation and improving stability in time-stepping analysis of structural nonlinear dynamics (Q840255) (← links)
- From the trapezoidal rule to higher-order accurate and unconditionally stable time-integration method for structural dynamics (Q1387959) (← links)
- Relaxed representations and improving stability in time-stepping analysis of three-dimensional structural nonlinear dynamics (Q1928963) (← links)
- A numerical method of calculating first and second derivatives of dynamic response based on Gauss precise time step integration method (Q2034293) (← links)
- On second-order \(s\)-sub-step explicit algorithms with controllable dissipation and adjustable bifurcation point for second-order hyperbolic problems (Q2102627) (← links)
- Multi-time-step explicit-implicit method for non-linear structural dynamics (Q2709654) (← links)
- On practical integration of semi-discretized nonlinear equations of motion. I: Reasons for probable instability and improper convergence (Q2883690) (← links)
- On the accuracy of time-stepping schemes for dynamic problems with negative stiffness (Q3136829) (← links)
- Multi-time-step and two-scale domain decomposition method for non-linear structural dynamics (Q4446838) (← links)
- An accurate, controllably dissipative, unconditionally stable three-sub-step method for nonlinear dynamic analysis of structures (Q6538294) (← links)
