Design of tensegrity structures by minimizing static compliance
This paper presents a new approach to simultaneously obtain the optimal design parameters of tensegrity structures, including pre-stress force and sectional area of elements. The proposed method is based on minimizing the static compliance in terms of some linear and nonlinear constraints using a ge...
Main Authors: | , |
---|---|
Format: | Article |
Language: | English |
Published: |
Marcílio Alves
|
Series: | Latin American Journal of Solids and Structures |
Subjects: | |
Online Access: | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1679-78252014000400005&lng=en&tlng=en |