Algorithm for Calculating Statically Indeterminate Trusses Using the Force Method. There is no need to use the
equilibrium equations when constructing the flexibility
matrix of the structure.
Existence of true plasma equilibria in asymmetric magnetic fields to the
equilibrium equations with no symmetry of the configuration has for many years served as the argument
NON-LINEAR BEHAVIOR OF THIN SPHERICAL SHELLS stem bending respectively. Thus, the
equilibrium equation of the nonlinear system is formulated.