In dealing with the cracking of steel fiber concrete element, the stress release factor and sheartransfer coefficient are introduced.
在钢纤维混凝土单元开裂处理中，引入应力释放因子和剪力传递因子。
2
The joints between the central slab and the four side slabs can be specified either by an efficiency of sheartransfer or by the size and spacing of dowel bars.
中心板与四块边板之间的联系可以由剪力传递效率，或者由传力杆的尺寸和间距来表示。
3
The experiment and analysis results show that frame model with truss transfer storey has partial bending shear deformation.