STATIC ANALYSIS OF TENSEGRITY STRUCTURES PART 1. EQUILIBRIUM EQUATIONS

Carl D. Crane, Joseph Duffy, Julio C. Correa

Producción científica: Contribución a una conferenciaPonencia publicada en las memorias del evento sin ISBN o ISSNrevisión exhaustiva

Resumen

In this paper the mathematical model to perform the static analysis of an antiprism tensegrity structure subjected to a wide variety of external loads is addressed. The virtual work approach is used to deduce the equilibrium equations and a method based on the Newton’s Third Law to verify the numerical results is presented. In the second part of the paper several numerical examples are given.

Idioma originalInglés
Páginas671-680
Número de páginas10
DOI
EstadoPublicada - 2002
Publicado de forma externa
EventoASME 2002 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference, IDETC/CIE 2002 - Montreal, Canadá
Duración: 29 sep. 20022 oct. 2002

Conferencia

ConferenciaASME 2002 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference, IDETC/CIE 2002
País/TerritorioCanadá
CiudadMontreal
Período29/09/022/10/02

Nota bibliográfica

Publisher Copyright:
Copyright © 2002 by ASME.

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