# Static Analysis
The static analysis is concerned with the solution of the linear system
of equations for the displacements,
When non-linear elements such as ties and struts are introduced the analysis is no-longer linear and become iterative. GSA uses initial stiffness method to avoid creation of global stiffness matrix at each iteration. The system of equation to be solved at each iteration
Where
and
The acceleration scheme estimates the ratio of the original tangent stiffness to local secant stiffness using the successive change in the displacements. To avoid inaccurate estimate the ratio, the acceleration scheme is only applied at every alternative iteration.