The Aseismic Perfformance Research Into Non-Demoulding Formwork Board And Shear Wall Structure System

The structure system of non-demoulding formwork board and shear wall are a new type structure resisting seismic. The development of which is to acquire a construct system instead of tradition brick masonries. In this thesis, the experiments of low cycling loading is carried out to study on the ability resisted seismic based on the new structure system.On based of experiments, failure character and hysteretic behaviors are analysed and the data of load carrying capacity, stiffness, ductility and measurement of energy dissipation. The major factor considered in experiment are followed: the influence of width of wall, the influence of different reinforcement ratio of wall, the influence of axis compress ratio, the influence of mortar layer. Furthermore , the load carrying capacity and elastic stiffness are calculated and experimental results have proved they are good. Finally, suggestion is bring out.It is show that non-demoulding shear wall in which the cold-draw steel wire is taken as reinforcement has great capacity of resisting seismic and quality in the area of seismic.