NEW CANONICAL FORMS FOR THE ANALYSISOF SYMMETRIC TRUSS STRUCTURES

For a symmetric structure the degrees of freedom (DOFs) in two sides of the axis of symmetry can be either symmetric or anti-symmetric. If there is no active DOF on the axis of symmetry, then we will have the Form II symmetry for the structural matrices, and alternatively if we have some active DOFs on the axis, we will have Form III symmetry. These forms are already developed and employed in structural dynamics and stability analysis of frame structures. However, for the structures having both symmetric DOFs and anti-symmetric DOFs, simultaneously, we will have different canonical forms, defined in this paper as the Form A and Form B symmetry. Thus the main objective is to develop these forms and explore the governing relationships. The presented method is then applied to the analysis of symmetric structures.