This paper presents a method for obtaining the stiffness matrix of a r
eleased structure by augmenting the stiffness matrix of the original s
tructure. A procedure is presented by which the modified structure can
be analysed without reducing the complete modified stiffness matrix.
Only the augmented portion need be reduced. The method is illustrated
by applying it to the problem of calculating hinge rotations in the an
alysis of plastic frames. The new approach is shown to lead to conside
rable savings in computer time in this application.