A kinematic seismic isolation device for isolating a superstructure from the movement experienced by a substructure or foundation by providing lateral stability and resistance to stress having a rigid-structure helmet piece with the convex part facing upward and a radius of curvature R; and an intermediate rigid-structure body coupled to the underside of the helmet piece and extends to a bottom end of the device connected by a pivoting connection to the substructure or foundation, wherein the radius of curvature R is greater than or equal to the height H of the device; and wherein a tread plate, which is secured to the bottom surface of the superstructure, rests on the helmet piece.

The present invention relates to a damping system that utilizes a space between an inner building and a stair chamber installed outside the inner building to control vibration of an earthquake applied to a building or a building structure, and more particularly, to a damping system utilizing a space between a stair chamber and an inner building, which is installed in a building structure including the inner building and the stair chamber to damp a transverse force due to seismic waves.

The present invention is a modular structural building method consisting of prefabricated, precast, composite reinforced concrete raised floor and steel beam panels with adjustable levelling connection assemblies between panels, supported by columns. The system has the ability to accommodate the use of the floor by construction personnel during the on-site assembly process. The perimeter of the raised floor slab can be provided with ducts for a field installed conventional reinforcement means to create a continuous structural diaphragm for the floor panel.

A modular energy-dissipating fabricated structure for a transmission tower includes a base, two T-shaped beams, a vibration damping mechanism, a connection plate, and four supporting beams. The vibration damping mechanism slides to generate the damping force and energy dissipation. The larger the displacement of the vibration damping mechanism, the greater the damping force provided by the system. This effectively reduces vibration of an upper structure of the transmission tower, and lowers a probability of damaging the upper structure in a natural disaster. The modular energy-dissipating fabricated structure realizes hierarchical control under different loads. Under an action of a dynamic load such as a strong wind, a small sliding range of the vibration damping mechanism can realize vibration damping and energy dissipation purposes of the structure. When a strong dynamic load such as an earthquake is applied to the structure, the vibration damping mechanism reduces an impact on the structure.

The present invention discloses a three-dimensional seismic and vibration isolator with adaptive stiffness property in both vertical and horizontal directions. The isolator comprises an upper connection plate, a middle plate, an under connection plate, a disc spring, pre-compressed helical springs, a laminated lead rubber bearing, and viscous dampers. The upper connection plate, middle connection plate and under connection plate are made of high strength low carbon steel with high loading capacity. The upper connection plate and middle plate are tightly contacted by the occlusive design, to guide the vertical motion. The vertical isolation system is made up of the disc spring, pre-compressed helical spring, and viscous damper. The horizontal isolation system comprises the laminated rubber bearing, pre-compressed helical spring and viscous damper. The invention adopts the theory of nonlinear adaptive vibration control technology and can be used to protect building structures or instruments from the seismic strikes or other environmental vibrations.

The present invention relates to a damping system that utilizes a space between an inner building and a stair chamber installed outside the inner building to control vibration of an earthquake applied to a building or a building structure, and more particularly, to a damping system utilizing a space between a stair chamber and an inner building, which is installed in a building structure including the inner building and the stair chamber to damp a transverse force due to seismic waves.

A variable acceleration curved surface spiral gear transmission mechanism for accelerated oscillator damper damping systems is disclosed. Through the orthogonal orbit planetary gear set moving along the parallel circular arc line guide rail, the concave surface spiral gear and the convex surface spiral gear are meshed at different radii, so as to realize the continuous changing of the speed ratio and changing of the acceleration of the additional mass block. The spiral curve limit guide groove is set on the surface of concave surface spiral gear and convex surface spiral gear, and the changing rate of speed changing ratio is adjusted by designing different spiral curves, and then the acceleration changing rate of additional mass block is controlled.

A sliding seismic isolator includes a first plate attached to a building support, and at least one elongate element extending from the first plate. The seismic isolator also includes a second plate. The first and second plates are capable of moving relative to one another along a horizontal plane. The seismic isolator also includes a lower support member attached to the second plate, with a biasing arrangement positioned within the lower support member. The elongate element(s) extend from the first plate at least partially into the lower support member, and movement of the elongate element(s) is influenced or controlled by the biasing arrangement. The seismic isolator also includes a damping structure with closed ends spaced apart from the first plate and the base of the seismic isolator. The damping structure is configured to contain a substance, such as a liquid, gas, silicone, and/or a combination thereof, and to expand longitudinally when it is compressed.

Anti-seismic device for seismically isolating structure relative to ground including first support defining first support plane integrally connectable to upper portion and including two first hinges defining first constant reciprocal distance, second support defining second support plane including two second hinges defining second constant reciprocal distance, third support defining third support plane integrally connectable to lower portion and including two third hinges defining third constant reciprocal distance, and connector defining connection plane perpendicular to third support plane and including at least two first rigid bars, each defining a first non-deformable connection direction and two second rigid bars, each defining a second non-deformable connection direction. First bars transiently constrained to first hinges and second hinge so the first connection directions of first bars cross in the connection plane. Second bars transiently constrained to second hinges and third hinge so second connection directions of second bars cross in connection plane.

A base isolation unit comprises a first connector and a second connector disposed in a direction of base isolation with a predetermined distance therebetween, and a movement regulator provided between the first connector and the second connector and receiving an external force in the direction of base isolation. The movement regulator includes a first casing having one end connected to the first connector, a second casing having one end connected to the second connector, a first damping device accommodated inside the first casing, a second damping device accommodated inside the second casing, a vibration damper provided between the first casing and the second casing, and a coupling member coupling the first damping device and the second damping device together. The first damping device and the second damping device each have a cylinder, a compressible fluid and a piston.