Improved support systems, including seismic isolation platforms, tracks and flooring systems are disclosed for protecting a payload, for example, data center racks containing delicate computer equipment such as a hard disk drive, from damage due to vibrations such as seismic vibrations and the like. The systems are modular in design, and can be assembled and changed quickly, while being strong and robust enough to support heavy loads.

The present invention provides a method and apparatus for energy absorption and vibrational dampening in a horizontal plane. According to a first preferred embodiment, the present invention discloses an apparatus for damping vibration of a pole which includes a housing with a horizontal floor having an inward curved surface for achieving vibration attenuation at a middle portion thereof to form an enclosed chamber. According to a further aspect of the first embodiment, at least one damping weight is preferably disposed in the inward curved surface and is preferably substantially spherical in shape. According to a further preferred embodiment, at least one dampening weight of the present may preferably include a hollow, inner cavity. According to further aspects of the present invention, the dampening weight preferably may further include a granular material located within the inner cavity.

Improved support systems, including seismic isolation platforms, tracks and flooring systems are disclosed for protecting a payload, for example, data center racks containing delicate computer equipment such as a hard disk drive, from damage due to vibrations such as seismic vibrations and the like. The systems are modular in design, and can be assembled and changed quickly, while being strong and robust enough to support heavy loads.

A system and method of a rolling pendulum base system includes a base including a spherically shaped, concave upper base surface, multiple bearings supported within the spherically shaped, concave upper base surface, a slider including a slider body, a spherically shaped, convex upper slider surface on an upper end of the slider body and a convex lower slider surface on the lower end of the slider body, the convex lower slider surface disposed on the bearings, and a pedestal including a pedestal body, a spherically shaped, concave lower pedestal surface on a lower end of the pedestal body and a flat upper pedestal surface on an upper end of the pedestal body, the concave lower pedestal surface disposed on the convex upper slider surface.

An anti-seismic device (1) for load-bearing structures or machines for example automated warehouses, comprises at least one supporting foot (3) suitable for being fixed to a load-bearing structure of the automated warehouse. The supporting foot (3) is configured for resting and sliding on a support and sliding surface (5), so as to allow relative movement of the automated warehouse with respect to the support and sliding surface (5). At least one abutment element (10) is suitable for being solidly constrained with the support and sliding surface (5). At least a spring device (12) is suitable for being interposed between the abutment element (10) and the automated warehouse. The spring device (12) is configured to generate a return action (force and/or torque) of the automated warehouse as a result of the relative movement of the automated warehouse with respect to the support and sliding surface (5). The spring device (12) has a non-linear, preferably progressive elastic characteristic.

Invention; is related to isolators eliminating circular forces caused by earthquake forces acting on the building. It is placed between foundation of structures manufactured by steel construction, concrete, prefabricated structure or other methods and structure and which reduces/terminates impact of earthquakes on structures. Thus, damage to be given by earthquake to carrying elements of building is eliminated.

Improved support systems, including seismic isolation platforms, tracks and flooring systems are disclosed for protecting a payload, for example, data center racks containing delicate computer equipment such as a hard disk drive, from damage due to vibrations such as seismic vibrations and the like. The systems are modular in design, and can be assembled and changed quickly, while being strong and robust enough to support heavy loads.

To provide a rotary inertia mass damper, which is capable of reducing an axial reaction force that is generated due to vibration having an excessive acceleration to the extent possible when the vibration is input, and of preventing breakage of the damper itself or a construction, provided is a rotary inertia mass damper, including: a first coupling portion, which is fixed to a first structure; a second coupling portion, which is coupled to a second structure; a screw shaft, which has one axial end connected to the first coupling portion and retained so as to be non-rotatable; a fixed barrel, which has a hollow portion for receiving the screw shaft, and is connected to the second coupling portion; and a rotary body, which is retained so as to be freely rotatable relative to the fixed barrel, is threadedly engaged with the screw shaft, and is configured to reciprocally rotate in accordance with advancing and retreating movement of the screw shaft relative to the fixed barrel. A torque limiting member is provided between an axial end of the screw shaft and the first coupling portion, and is configured to, when a rotational torque that exceeds a predetermined value is applied to the screw shaft, allow rotation of the screw shaft relative to the first coupling portion to reduce a rotation angle of the rotary body.

A system for damping seismic motions transmitted from a foundation to an architectural structure is disclosed. During a seismic event, the seismic damping system may permit bi-directional horizontal movement of the foundation relative to the architectural structure, while simultaneously providing the architectural structure with uplift restraint. The seismic damping system may include upper and lower rail members connected to each other via a bearing assembly. Respective concave surfaces may be formed in the upper and lower rail members to define first and second rolling or sliding paths for the bearing assembly. To limit vertical movement of the architectural structure during seismic motions, the bearing assembly may incorporate uplift restraint members for engaging the upper and lower rail members. Methods of assembling and operating such seismic damping systems are also disclosed.

A seismic isolator is provided in a building and maintains the horizontalness of the building. The isolator includes a foundation base plate in contact with the ground surface, and a foundation top plate on which a building is mounted, the foundation base plate and the foundation top plate being in intimate contact with each other leaving no space and being individually directly formed with a curved surface symmetrically facing each other; and a spherical body positioned at the center of the curved surfaces, when the foundation base plate moves as a result of horizontal vibrations caused by an earthquake, the spherical body rotates and rolls along the curved surfaces to raise the foundation top plate; thereby the vibrations are hindered from being transmitted to the foundation top plate to perform seismic-isolation action on the building; and after the earthquake subsides, the spherical body returns to the center of the curved surfaces.