نوع مقاله : مقاله پژوهشی
عنوان مقاله English
Lightweight steel frame construction system is one of the building systems that has been good development in recent years in the world .The possibility of prefabrication of LSF systems and the development of building Industrialization in Iran, has led to greater attention to this system. Cold-formed steel shear wall with steel sheathing is one of the lateral load resisting systems in this building system. In this paper, the cyclic lateral behavior of steel sheathed Cold formed steel shear wall has been studied. The effect of steel sheathing thickness and double sided sheathing in lateral behavior of steel sheathed CFS shear wall has been investigated. The failure modes of CFS shear walls and shear strength of them is described in detail.
کلیدواژهها English
