作为当前建筑领域的一种较新颖的钢结构形式，槽钢加劲带缝钢板剪力墙中槽钢

As a relatively new current art construction steel forms, stiffening channel in the channel plate shear wall with stiffened steel wall can improve the situation by force, by reducing the planar slotted convex wall caused. Using ABAQUS steel plate provided on one side of two vertical shear wall stiffening channel modeling, by changing the high channel stiffeners, rib width, a thickness of the ribs is provided a plurality of controls, from hysteresis skeleton curve, three areas to be targeted stiffness degradation curve analysis of its mechanical properties. The results show that increasing the channel stiffener high little effect on the structure of the above three parameters. Increasing the channel width of the stiffener significantly improved energy dissipation plate wall, an outer wall plane buckling active constraints, and to enhance the overall stability and bearing capacity of structures play a positive role. Increasing the channel stiffeners wall thickness of the plastic can be improved, and effectively enhance the ability of the structure to resist horizontal loads.

As a novel form of steel structure in the current construction field, the slotsteel with slit steel shear force wall can effectively improve the force condition of the steel plate wall and reduce the flat external bump caused by the opening of the wall plate. Using ABAQUS to model the shear wall with slit steel plate with two vertical groove steel slots on one side, and to analyze its mechanical properties from the three aspects of hysteresis curve, skeleton curve and stiffness degradation curve by changing the slot steel strength rib height, rib width and rib thickness setting. The results show that the increase of grooved steel strength rib height has little effect on the above three parameters of the structure. Increasing the strength of the grooved steel rib width can significantly improve the energy consumption capacity of the steel plate wall, effectively restrain the wall plate plane flex, and play a certain positive role in the overall stability of the structure and the improvement of carrying capacity. Increasing the groovesteele rib thickness can improve the plasticity of the wall plate and effectively enhance the structural resistance to horizontal load.

As a new type of steel structure in the current construction field, channel steel stiffening in steel plate shear wall with joint can effectively improve the stress condition of steel plate wall and reduce the out of plane convex caused by the joint. Using ABAQUS to model the steel plate shear wall with two vertical channel stiffeners on one side. By changing the height, width and thickness of channel stiffeners, several control groups were set up. The mechanical properties of the shear wall were analyzed from three aspects: hysteretic curve, skeleton curve and stiffness degradation curve. The results show that the increase of stiffener height has little effect on the above three parameters. Increasing the width of channel steel stiffener can significantly improve the energy dissipation capacity of steel plate wall, effectively restrain the out of plane buckling of wall plate, and play a positive role in improving the overall stability and bearing capacity of the structure. Increasing the thickness of channel steel stiffener can improve the plasticity of wall panel and effectively enhance the ability of structure to resist horizontal load.<br>