A Design Method for Cable Network Structures Considering the Flexibility of Supporting Structures
スポンサーリンク
概要
- 論文の詳細を見る
This study proposes a design method for cable network structures considering the flexibility of supporting structures. Tensions in cables are designed by the force density method. Subsequently, the designed tensions of the cables are modified to achieve the objective shapes for the cable-network structures using the proposed method, while the supporting structure is deformed. The conventional design method using an iteration technique is also considered. A number of numerical simulations are carried out. The cable network structures are designed using the proposed method, conventional method, and force density method without the modification of the cable tensions, and compared using these numerical simulations. From the comparison, it is observed that the accuracy of the shapes of cable network structures is improved and the standard deviation of the cable tensions is decreased using the proposed and the conventional methods. The results show that the cable network structures can be satisfactorily designed using the proposed method without the need for iterations. Therefore, it can be concluded that the proposed method is efficient.
- 社団法人 日本航空宇宙学会の論文
- 2008-02-04
著者
-
Natori M.
Institute Of Space And Astronautical Science
-
TANAKA Hiroaki
National Defense Academy
-
SHIMOZONO Norio
Department of Aeronautics and Astronautics, University of Tokyo
-
Shimozono Norio
Department Of Aeronautics And Astronautics University Of Tokyo
-
Tanaka Hiroaki
National Defense Acad.
-
Tanaka Hiroaki
National Agricultural Research Center for Western Region.
関連論文
- Relationship between Angiotensin Converting Enzyme Gene I/D Polymorphism and Muscle Strength in Elderly
- Construction of Hierarchical Modular Structures with Geometrical Symmetry : ZOME TOOL can visualize three-dimensional hierarchical modular structures
- Study on a Reconfigurable Antenna System Consisting of Cable Networks
- A Design Method for Cable Network Structures Considering the Flexibility of Supporting Structures
- F-6-1-3 A Scaling Procedure for Tangent Stiffness Matrices in Hybrid Displacement Formulations
- Shape Control of Cable-Network Structures Based on Concept of Self-Equilibrated Stresses
- A model of root elongation by dynamic contact interaction