Structural Engineering and Mechanics
Volume 5, Number 6, 1997, pages 775-784
DOI: 10.12989/sem.1997.5.6.775
Equilibrium shape analysis of single layer structure by measure potential function
Ijima K, Xi W, Goto S
Abstract
A unified theory is presented for the shape analysis of curved surface with a single layer structure composed by frame, membrane or shell. The shapes produced by the theory have no shear stress in elements, and the stress states in the whole shape are as uniform as possible under an ordinary load. The theory starts from defining an element potential function expressed by the measurement of the element length or the element area. Therefore, the shape analysis can produce various forms according to the definition of the potential function, and each of those form or the cable net form with the potential function of the second power of element length is simply gotten by the linear analysis. The form in tensile stress is mechanically equal to an isotropic tension form.
Key Words
formfinding, shape analysis, tangent stiffness method, geometrically nonlinear analysis
Address
Ijima K, Saga Univ, Dept Civil Engn, 1 Honjo, Saga 840, Japan<br />Saga Univ, Dept Civil Engn, Saga 840, Japan