چکیده:
Among the components of Double-Shell domes, the Stiffeners structure has a special place. The Stiffeners are responsible for transferring the load from outer shell to the bases, and therefore the form, location, how they are twisted, and how they behave in the architecture of the dome have special complexities and subtleties. This study aims to investigate the stability of the outer shell of the dome to find answers to the following two questions. What is the basis of the geometric structure and function of the Stiffeners for static and stress control in conical domes? And what is the role of clamping techniques, reducing the thickness of Khod, increasing the thickness of the Drum, Palanehsazi, A Short Cubic Brick, and connector belt in the technology of making conical domes? The result showed that Wooden Struts have a major role in the stativity of Stiffeners and are divided into five types of vertical coils, chord, orbital, radial, and Sliced, and the architect according to its dimensions, opening and rising chooses one Act of them.