The paper aims to analyze the impacts of punch damper stiffness on equipment base and vibration, andintroduce the development and application of a disc spring damper featured hard-soft-hard variable stiffness. Adamper...The paper aims to analyze the impacts of punch damper stiffness on equipment base and vibration, andintroduce the development and application of a disc spring damper featured hard-soft-hard variable stiffness. Adamper has four damping columns with C-type disc springs whose laminates plate number gradually increases setby set. Compared with its counterparts, this kind of dampers has the advantages of high energy absorption andvibration damping effect, which not only can effectively reduce the vibration of the foundation of punch press,but also prevents the vibration range from increasing. Also, this kind of dampers is of low cost and convenient touse.展开更多
This paper analyzes and studies the factors affecting the service life of the damping body in the assembly and use of the damping body of rod and wire mill, and puts forward the corresponding preventive measures to pr...This paper analyzes and studies the factors affecting the service life of the damping body in the assembly and use of the damping body of rod and wire mill, and puts forward the corresponding preventive measures to prolong the service life of the damping body;At the same time, according to the working characteristics of different sorties of rolling mill, the disc spring is introduced for corresponding replacement, the requirements of material type range and roll diameter range between different sorties in rod and wire production workshop are analyzed, and according to the size characteristics of mechanism of different types of short stress rolling mill.The application range of the number of disc springs corresponding to the changes of material shape and roll diameter of different types of short stress rolling mills is optimized.The practice shows that the stability of rolling mill is effectively guaranteed, the service life of damping body and disc spring is prolonged, and the negative difference stability of deformed steel bar is improved.展开更多
A magnetorheological self-centering brace(MR–SCB)has been proposed to improve the energy dissipation capability of the brace.In this paper,a 15-story MR–SCB braced frame is numerically analyzed to examine its seismi...A magnetorheological self-centering brace(MR–SCB)has been proposed to improve the energy dissipation capability of the brace.In this paper,a 15-story MR–SCB braced frame is numerically analyzed to examine its seismic performance and resilience.The MR–SCB provides higher lateral stiffness than the buckling restrained brace and greater energy dissipation capability than the existing self-centering brace.The brace also exhibits a reliable recentering capacity.Under rare earthquakes,the maximum average residual deformation ratio of the structure is less than the 0.5%limit.Under mega earthquakes,the maximum average interstory drift ratio of the structure does not exceed the 2.0%elastoplastic limit,and its maximum average floor acceleration ratio is 1.57.The effects of mainshock and aftershock on the structural behavior are also investigated.The interstory drift and residual deformation of the structure increase with the increase of the intensity of the aftershock.Under aftershocks with the same intensity as the mainshocks,the maximum increment of the residual deformation ratio of the structure is 81.8%,and the average interstory drift ratios of the 12^(th),7^(th),and 3^(rd)stories of the structure are increased by 13.4%,9.2%and 7.5%,respectively.The strong aftershock may significantly cause increased damage to the structure,and increase its collapse risk and residual deformation.展开更多
基金supported by the Scientific Research Project of Jieyang Vocational and Technical College(2017JYCKY01)the Innovation and Development Special Fund Project of Jieyang(2017xm014)
文摘The paper aims to analyze the impacts of punch damper stiffness on equipment base and vibration, andintroduce the development and application of a disc spring damper featured hard-soft-hard variable stiffness. Adamper has four damping columns with C-type disc springs whose laminates plate number gradually increases setby set. Compared with its counterparts, this kind of dampers has the advantages of high energy absorption andvibration damping effect, which not only can effectively reduce the vibration of the foundation of punch press,but also prevents the vibration range from increasing. Also, this kind of dampers is of low cost and convenient touse.
文摘This paper analyzes and studies the factors affecting the service life of the damping body in the assembly and use of the damping body of rod and wire mill, and puts forward the corresponding preventive measures to prolong the service life of the damping body;At the same time, according to the working characteristics of different sorties of rolling mill, the disc spring is introduced for corresponding replacement, the requirements of material type range and roll diameter range between different sorties in rod and wire production workshop are analyzed, and according to the size characteristics of mechanism of different types of short stress rolling mill.The application range of the number of disc springs corresponding to the changes of material shape and roll diameter of different types of short stress rolling mills is optimized.The practice shows that the stability of rolling mill is effectively guaranteed, the service life of damping body and disc spring is prolonged, and the negative difference stability of deformed steel bar is improved.
基金supported by a grant from the National Natural Science Foundation of China(52125804).
文摘A magnetorheological self-centering brace(MR–SCB)has been proposed to improve the energy dissipation capability of the brace.In this paper,a 15-story MR–SCB braced frame is numerically analyzed to examine its seismic performance and resilience.The MR–SCB provides higher lateral stiffness than the buckling restrained brace and greater energy dissipation capability than the existing self-centering brace.The brace also exhibits a reliable recentering capacity.Under rare earthquakes,the maximum average residual deformation ratio of the structure is less than the 0.5%limit.Under mega earthquakes,the maximum average interstory drift ratio of the structure does not exceed the 2.0%elastoplastic limit,and its maximum average floor acceleration ratio is 1.57.The effects of mainshock and aftershock on the structural behavior are also investigated.The interstory drift and residual deformation of the structure increase with the increase of the intensity of the aftershock.Under aftershocks with the same intensity as the mainshocks,the maximum increment of the residual deformation ratio of the structure is 81.8%,and the average interstory drift ratios of the 12^(th),7^(th),and 3^(rd)stories of the structure are increased by 13.4%,9.2%and 7.5%,respectively.The strong aftershock may significantly cause increased damage to the structure,and increase its collapse risk and residual deformation.
