Análisis estructural de una armadura plana hiperestática por el método de la flexibilidad

Abstract

In the professional training of the civil engineer, more specific in the Structural specialty you can see different methods for the analysis of armor, from the basic course as static with methods of the knots and that of sections to more advanced courses in the chairs of Analysis of structures and Matrix Analysis, such as the Flexibility method or energy method. The present work proposes an alternative method, which uses the basic principles of static equilibrium, and by the way it is developed it will become a practical, efficient and powerful procedure when developing hyperstatic armor, with degrees of internal indeterminacy and external, this matrix method of flat armor is based on the static balance of each of the nodes and that by taking the internal reactions and forces of the elements as unknowns, provides a system of linear equations that can be solved by matrices.