Statements (19)
| Predicate | Object |
|---|---|
| gptkbp:instanceOf |
numerical integration method
|
| gptkbp:appliesTo |
second-order ordinary differential equations
|
| gptkbp:citation |
gptkb:A_Method_of_Computation_for_Structural_Dynamics_(1959)
|
| gptkbp:developedBy |
gptkb:Nathan_M._Newmark
|
| gptkbp:hasSpecialCase |
single-step methods
|
| https://www.w3.org/2000/01/rdf-schema#label |
Newmark-beta method
|
| gptkbp:introducedIn |
1959
|
| gptkbp:parameter |
beta
gamma |
| gptkbp:relatedTo |
finite element method
|
| gptkbp:stableFor |
certain values of beta and gamma
|
| gptkbp:usedFor |
solving differential equations
linear and nonlinear systems transient response analysis |
| gptkbp:usedIn |
earthquake engineering
structural dynamics |
| gptkbp:variant |
time integration methods
|
| gptkbp:bfsParent |
gptkb:Helen_Newmark
|
| gptkbp:bfsLayer |
5
|