Three fundamental theorems of structural design theory
DOI:
https://doi.org/10.3989/ic.1989.v40.i399.1517Abstract
This article, after mentioning the well-known theories of Maxwell (1890) and Michell (1904), presents an important theorem on structural design, both for its theoretical generality as well as for its practical implications. The best structural design from among many alternatives is the most rigid one, the alternatives being understood to be alternatives in shape, maintaining the same use of materials (identical working tensions). In this fashion, the conception of modifications (in shape) in a design which reduces deformation of the structure means simultaneous reduction of materials. An explicit formulation is adopted for this theorem, considered as a property of optimal structures by Parkes (1965).
Downloads
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 1989 Consejo Superior de Investigaciones Científicas (CSIC)

This work is licensed under a Creative Commons Attribution 4.0 International License.
© CSIC. Manuscripts published in both the print and online versions of this journal are the property of the Consejo Superior de Investigaciones Científicas, and quoting this source is a requirement for any partial or full reproduction.
All contents of this electronic edition, except where otherwise noted, are distributed under a Creative Commons Attribution 4.0 International (CC BY 4.0) licence. You may read the basic information and the legal text of the licence. The indication of the CC BY 4.0 licence must be expressly stated in this way when necessary.
Self-archiving in repositories, personal webpages or similar, of any version other than the final version of the work produced by the publisher, is not allowed.







