Abstract: Disclosed is an oil pressure type seismic mitigation and isolation support and a use method thereof. An upper plate slot is arranged above a lower plate slot, the lower part of the upper plate slot and the upper part of the lower plate slot are both provided with grooves, and the upper part of the upper plate slot and the lower part of the lower plate slot are both provided with embedded bars; a steel cushion body has a shape of a cuboid and is arranged on the upper surface of a seismic mitigation layer, the seismic mitigation layer is arranged in the groove at the upper part of the lower plate slot, and the upper part of the steel cushion body extends into the groove of the upper plate slot and is in contact with the bottom surface of the groove one-direction double-direction.

Abstract: An aseismic assembly and a modular building are provided in the present disclosure. The aseismic assembly is provided between a main frame and a displaceable frame spaced apart from the main frame. The aseismic assembly includes a fixed member and a movable member. The fixed member is disposed on a lower surface of the top portion of the main frame. The movable member is used to interconnect the fixed member and the displaceable frame, wherein the bottom portion of the movable member is inserted into the top portion of a post of the displaceable frame. The movable member is movable relative to the displaceable frame along a height direction of the main frame. The top portion of the movable member is connected to the fixed member. The movable member is movable relative to the fixed member along a horizontal direction.

Abstract: An inertial mass amplification type tuned mass damper is disclosed. The inertial mass amplification type tuned mass damper comprises a hollow box, an H-shaped mass block, gears a, gears b, a rectangular frame, a steel ring, viscous dampers, a steel sheet, springs, rotating shafts and balls. In the present invention, an inertial damping force is amplified by adjusting the radius ratio of the gears a and the gears b; and damping parameters can be conveniently changed by adjusting the mass of the mass block, the spring stiffness and the like. The present invention has the advantages that the design mass is small, which can avoid the adverse effects of excessive additional gravity on the structure and improve the performance of the structure. The present invention has reasonable design and small occupied space, can save more use area for buildings and can greatly improve the utilization efficiency of the buildings.

Abstract: A sliding pendulum bearing is used to protect a construction against dynamic stresses from predominantly horizontal earthquake excitation with a first sliding plate, a second sliding plate and a slider movably arranged between both sliding plates, wherein each of the two sliding plates has a curved main sliding surface and the slider is in surface contact with a first main sliding surface of the first sliding plate and with a second main sliding surface of the second sliding plate, wherein the first main sliding surface is designed for a first load case and the second main sliding surface is designed for a second load case which differs from the first load case.

Abstract: A seismic isolation system including a base plate having a textured top surface and a top plate positioned above the base plate having a non-textured bottom surface, wherein desired coefficients of static and kinetic friction between the top plate and the base plate prevent relative movement of the two plates with normal operation and yet allow the top plate to move relative to the base plate during a seismic event. In one example, the sliding surface has a coating such as a polyester (e.g., polyester triglycidyl isocyanurate) or a low surface energy coating (e.g., silicone-epoxy coating). In another example, the seismic isolation system further includes a damping system comprising internal dampers within a concrete slab resting on the top plate to provide displacement control.

Abstract: In a slide structure, a support structure and a seismically isolated structure, a first sliding surface (25) of a sliding member (21) is formed of a sliding body (24) made of synthetic resin. A film (27) made of synthetic resin and having a Young's modulus more than twice as large as that of the first sliding surface (25) is formed on the second sliding surface (28) of the counter member (22). At the same time, fine irregularities having a maximum height Rz of 3 ?m or higher are formed on the surface of the film (27). As a result, the lubricant is trapped in small pits of the irregularities to prevent the lubricant from flowing out, and a stable low friction state can be maintained.

Abstract: A building structure including a plurality of vertical elements extending from a ground surface with at least a first of the vertical elements connected to a second of the vertical elements by a coupling member, the coupling member includes a damping element for damping vibrations in the building structure resulting from relative movement between the first and second vertical elements due to lateral loads applied to the building structure. The damping element undergoes deformation due to the relative movement between the vertical elements causing the damping material to be activated in shear. At least one of a first and second fuse member is connected to at least one of first and second ends of the damping element respectively.

Abstract: An active dynamic vibration absorber 1 includes a weight 2; a frame 3 which is adjacent to the weight 2 in such a manner as to surround the weight 2 with clearances X1 and Y1; a holding mechanism 4 which is interposed between the weight 2 and the frame 3 and holds the weight 2 movably in an X direction with respect to the frame 3, while holding the weight 2 immovably in a Y direction and a vertical direction V; a detecting means 5 for detecting the relative vibration of a predetermined value in the X direction of the weight 2 with respect to the frame 3; and a moving means 6 for relatively moving the weight 2 in the X direction with respect to the frame 3 on the basis of a detection signal from the detecting means 5 such that the relative movement of the weight 2 in the X direction with respect to the frame 3 is allowed, while the vibrational displacement of the weight 2 in the X direction with respect to the frame 3 is reduced.

Abstract: Disclosed are apparatus and systems for absorbing seismic energy through non-linear yielding as a structure experiences lateral displacement. A seismic damper according to embodiments of the present invention includes at least one flat plate which can be perforated to include a plurality of apertures and/or cut-outs. One or more interior apertures are formed in the plate, and cut-outs may be formed along outer edges. External nodes are defined between the apertures and the cut-outs and stresses focus on the nodes to reduce non-linear displacement of a brace system to which the seismic damper is attached. One or more tension straps can be attached to the flat plate. Tension straps can be rotated relative to each other. Multiple tension straps may also be on the same surface. Multiple tension straps on the same surface may be nested and parallel.

Abstract: The invention is an energy absorbing system for safeguarding structures from disruptive forces, which may be implemented into structures or devices to provide protection from seismic motion, blasts or other disruptive forces, due to the system's displacement and damping characteristics. The system's performance can be better molded analytically to predict performance of the structure under earthquake and wind motions, for example. By utilizing cost effective materials and a simple design, the present invention provides a more efficient cost-effective system for absorbing unwanted energy, for example, a base isolation system.

Abstract: For uncoupling a building structure from the ground a sliding pendulum bearing is suitable for the protection of building structures in the case of movements of the ground, due to earthquakes for example, or as an alternative for conventional deformation bearings. The bearing has a first sliding face with a first concave sliding face and a sliding shoe, which is in sliding contact with the first sliding face of the first sliding plate. A low friction material of a low-friction plastic is entrapped in the sliding shoe which has elastoplastic equilibrium properties. In particular as a low friction material a ultra high molecular weight polyethylene (UHMWPE) or polytetrafluoroethylene (PTFE) is utilized. After a displacement entailed by an external force the sliding shoe returns of its own accord into a stable equilibrium position.

Abstract: A shock suppressor has a first base, a second base and a connecting device. The second base is parallel to the first base. The connecting device is slidably mounted between the first base and second base to connect the first and second bases and has a universal connector. The first base abuts against the connecting device in a curved contact surface to provide a first sliding mechanism in multiple directions. The second base abuts against the connecting device to provide a second sliding mechanism in a unidirection.

Abstract: A pin-fuse frame used in a frame assembly that may be subject to extreme seismic loading. The pin-fuse frame includes of columns, beams, plate assemblies that extend between columns and beams, and may included a diagonal brace. The plate assemblies are fixed to the columns and attached to the beams and brace via pin joints. A joint includes a pin connection through outer connection plates connected to a column and inner connection plates connected to a beam. Connecting rods positioned about the pin maintain a coefficient of friction until exposed to extreme seismic activity, at which time the joint accommodates a slippage of at least one of the inner and outer connection plates relative to each other rotationally about the pin. The diagonal brace is separated into two segments connected together with connection plates. These connection plates accommodate a slippage of the segments relative to each other.

Abstract: A shock suppressor has a first base, a second base and a connecting device. The second base is parallel to the first base. The connecting device is slidably mounted between the first base and second base to connect the first and second bases and has a universal connector. The first base abuts against the connecting device in a curved contact surface to provide a first sliding mechanism in multiple directions. The second base abuts against the connecting device to provide a second sliding mechanism in a unidirection.

Abstract: To provide a pipe support base light in weight and with good workability, to which loads may given according to need. This problem may be overcome with a hollow cylindrical body with a rectangular cross section and with four sides. A through passage is provided in the center portion thereof. Further, a cross-shaped rib is provided at an approximately central position thereof. Additionally, grooves are formed parallel to the aforementioned through passage on at least any of the surfaces, upon the edges of which are provided engagement plates protruding into the cross sections of the grooves.

Abstract: A shock suppressor has a first base, a second base and a connecting device. The second base is parallel to the first base. The connecting device is slidably mounted between the first base and second base to connect the first and second bases and has a universal connector. The first base abuts against the connecting device in a curved contact surface to provide a first sliding mechanism in multiple directions. The second base abuts against the connecting device to provide a second sliding mechanism in a unidirection.

Abstract: A shock suppressor has a first base, a second base and a connecting device. The second base is parallel to the first base. The connecting device is slidably mounted between the first base and second base to connect the first and second bases and has a universal connector. The first base abuts against the connecting device in a curved contact surface to provide a first sliding mechanism in multiple directions. The second base abuts against the connecting device to provide a second sliding mechanism in a unidirection.

Abstract: The present invention relates to apparatus and systems for absorbing seismic energy to prevent non-linear displacement in a structure. A seismic damper according to embodiments of the present invention includes at least one flat plate which can be perforated to include a plurality of apertures and/or cut-outs. Interior apertures are formed in the flat plate, and one or more cut-outs along outer edges. Nodes are defined between the apertures and the cut-outs and stresses from transferred energy focus on the nodes to reduce non-linear displacement of a brace system to which the seismic damper is attached. One or more tension straps can be attached to the flat plate. The interior apertures may include a single aperture, or multiple apertures. The apertures may include slots. Two plates may be connected and rotated relative to each other placing the apertures out of alignment. Tension straps can be rotated relative to each other.

Abstract: The present invention relates to apparatus and systems for absorbing seismic energy to prevent non-linear displacement in a structure. A seismic damper according to embodiments of the present invention includes a flat plate which can be perforated to include a plurality of apertures and/or cut-outs. A central aperture is formed in the flat plate and one or more cut-outs are formed along outer edges of the flat plate. The area of the flat plate between the aperture and the cut-outs forms one or more nodes on which stresses from seismic activity are focused, and which can deform to absorb energy, thereby reducing or preventing non-linear displacement of a brace system to which the seismic damper is attached. The nodes are located at the intersection between one or more tabs, the tabs being arranged to be connected to braces within the brace system.

Abstract: A support device is provided herein and includes a pliable support structure. The support device further includes a plate structure for use with the pliable support structure. The plate structure is disposed on the support structure. A coupling member is associated with the plate structure allowing for other members to be coupled to the support device. Elevating assemblies are optionally further included to elevate elongate structure supported by the support device.

Abstract: The present invention provides a floor panel that affords a seismic isolation effect against large-magnitude quakes. A floor panel comprises a sliding unit that comprises a floor unit member having a lower portion that can come into contact with a base member and an upper portion supported on the lower portion; and a panel member having a structure fixing face that can be fixed to an upper structure, and an abutting face that abuts an upper face of the upper portion of the floor unit member, such that the abutting face is provided so as to be slidable on the upper face. The floor panel also comprises an elastic insert member provided between a wall and a side face of the panel member of the sliding unit.

Abstract: A seismic energy damping system with plural redundancy for a building or structure subject to seismic perturbation (i.e., deflection of the building structure) includes a distributed plurality of seismic energy dampers, and a plurality of rigid shear panels cooperating with the building structure via the seismic energy dampers. The plural shear panels and plural seismic energy dampers distribute seismic energy absorption and dissipation throughout the building structure to avoid stress concentrations, and to dissipate significant seismic energy, thus limiting the amplitude of deflections of the building structure during a seismic event.

Abstract: A rooftop equipment support includes a polymer material block and a metal fastener support attached to an upper portion of the block. The fastener support has a fastener portion that is configured to receive one or more fasteners for securing piping or other equipment. According to one embodiment, folded-down lips of the metal fastener portion form a channel configured to accept one or more fasteners, such as pipe clamps. In another embodiment, the metal fastener portion is a plate having one or more threaded inserts. The threaded inserts may be located between a sheet metal part of the fastener portion and a top surface of the polymer material block. The polymer material block may be made of a polyurethane foam material. The metal fastener portion may cover at least part of the edges of a top surface of the polymer material block.

Abstract: The present invention is directed to a brace apparatus having a core member configured to absorb energy generated by seismic or other forces by undergoing plastic deformation. A buckling restraining assembly is included for maintaining the structural integrity of the brace after the core member has undergone plastic deformation. The buckling restraining assembly includes one or more bearings is located proximal the core member. The bearings are adapted to minimize friction between the core member and the buckling restraining apparatus. An air gap is positioned between the core member and the one or more bearings of the buckling restraining apparatus are adapted to prevent bonding of the core member and buckling restraining assembly. Projections are included in the core member of the brace apparatus to minimize movement of the middle portion of the core member relative to the buckling restraining assembly.

Abstract: A pin-fuse frame is used in a frame assembly that may be subject to extreme seismic loading. The pin-fuse frame includes of columns, beams, plate assemblies that extend between columns and beams, and may included a diagonal brace. The plate assemblies are fixed to the columns and attached to the beams and brace via pin joints. A joint includes a pin connection through outer connection plates connected to a column and inner connection plates connected to a beam. Connecting rods positioned about the pin maintain a coefficient of friction until exposed to extreme seismic activity, at which time the joint accommodates a slippage of at least one of the inner and outer connection plates relative to each other rotationally about the pin. The diagonal brace is separated into two segments connected together with connection plates. These connection plates accommodate a slippage of the segments relative to each other.

Abstract: A support device is provided herein and includes a pliable support structure. The support device further includes a plate structure for use with the pliable support structure. The plate structure is disposed on the support structure. A coupling member is associated with the plate structure allowing for other members to be coupled to the support device. Elevating assemblies are optionally further included to elevate elongate structure supported by the support device.

Abstract: A seismic energy damper includes a pair of structure members subject to relative motion during a seismic event, and a pair of friction washers each fixed to a respective one of the structure members and moving relative to one another during the seismic event. A tie bolt resiliently urges the pair of friction washers toward frictional cooperation, and a friction member cooperates with the pair of friction washers to dissipate seismic energy.

Abstract: For uncoupling a building structure 3 from the ground 2 a sliding pendulum bearing 1 is suitable for the protection of building structures in the case of movements of the ground 2, due to earthquakes for example, or as an alternative for conventional deformation bearings. The bearing 1 has a first sliding face 5 with a first concave sliding face 5? and a sliding shoe 4, which is in sliding contact with the first sliding face 5? of the first sliding plate 5. A low friction material 9a of a low-friction plastic is entrapped in the sliding shoe 4 which has elastoplastic equilibrium properties. In particular as a low friction material 9a ultra high molecular weight polyethylene (UHMWPE) or polytetrafluoroethylene (PTFE) is utilized. After a displacement entailed by an external force the sliding shoe 4 returns of its own accord into a stable equilibrium position.

Abstract: To provide a seismic isolation apparatus which, as well as widening an applicable shaking range, can be easily configured and is low in height, a seismic isolation apparatus is configured of a low friction combination formed by a point contact between a planar hard plate base, which has a surface on which are disposed at least three convexly curved projections of a uniform height, and a glide plate which is a smooth, hard, flat plate.

Abstract: A link-fuse joint resists bending moments and shears generated by seismic loading. A joint connection includes a first plate assembly having a first connection plate including a first diagonal slot formed therethrough. A second plate assembly has a second connection plate including a second diagonal slot formed therethrough. The second diagonal slot is diagonally opposed to the first diagonal slot. The second connection plate is position such that at least a portion of the second diagonal slot aligns with a portion of the first diagonal slot. A pin is positioned through the first diagonal slot and the second diagonal slot. The joint connection accommodates a slippage of at least one of the first and second plate assemblies relative to each other when the joint connection is subject to a seismic load and without significant loss of clamping force.

Abstract: The sliding-type laminated plate bearing is provided with a laminated portion at which a plurality of hard rigid members and a plurality of soft elastic members are laminated alternately in a state of being wholly or partially non-adhesive, a first smooth member of which the surface is made smooth and which is in contact at least with either end face of the laminated portion in the laminated direction, and a second smooth member which is in contact with the first smooth member and which is installed so as to be slidable with respect to the first smooth member.

Abstract: A support block for supporting objects on a roof. The support block is a moulded elastomeric block of pyramidal shape with a substantially hollow core. The support block can be used as is or in a system whereby a galvanized steel channel is secured to the top wall of the block accommodating the mating of a variety of clamps.

Abstract: A bi-directional sliding pendulum seismic isolation system for reducing seismic force acting on a structure by sliding pendulum movements, each system comprising a lower sliding plate forming a sliding path in a first direction, an upper sliding plate forming a sliding path in a second direction, and a sliding assembly for reducing the seismic force of the structure by performing a pendulum motion by sliding along the lower and upper sliding plates.

Abstract: A bi-directional sliding pendulum seismic isolation system for reducing seismic force acting on a structure by sliding pendulum movements, each system comprising a lower sliding plate forming a sliding path in a first direction, an upper sliding plate forming a sliding path in a second direction, and a sliding assembly for reducing the seismic force of the structure by performing a pendulum motion by sliding along the lower and upper sliding plates.

Abstract: An apparatus and method for stabilizing a spent nuclear fuel containment cask so as to prevent tipping under design basis earthquake conditions. In one aspect, the apparatus comprises a lamina and a slid plate in surface contact with the lamina, forming a slidable interface; wherein the slidable interface has a coefficient of friction within a range resulting in an acceptable level of net horizontal displacement of a cask resting on the apparatus under design basis earthquake conditions.

Abstract: A portal frame 3 made of wide flange sections without braces is fixed to the external surfaces of an existing RC-column 5 extending in the vertical direction and to the external surfaces of existing RC-beam 8 extending in the horizontal direction of a reinforced concrete building. The wide flange section column 4 fixed to the existing RC-column 5 is assigned a bending rigidity roughly equivalent to that of the existing RC-column 5, thereby reducing the stress additionally occurring at the connecting part between the existing RC-column 5 and column 4 by deforming the column 4 similarly to the existing RC-column 5 under the horizontal load transmitted from existing RC-beam 8 and/or wide flange section beam 6 during an earthquake. Using a steel portal frame without braces preserves the building appearance and avoids bracing which may block windows while increasing earthquake resistance.

Abstract: An improvement in the structure of an anti-shock device utilized for buildings, important structures and bridge structures that are made of a base, a carrier, a slide block, and a plurality of springs. A slip concavity of a sunken round curved recess is respectively formed in the base top surface and in the carrier bottom surface, and an upper slide block member and a lower slide block member are situated between the two slip concavities. One contact surface between the two slide block members and slip concavities is of a curved contour and the other surfaces are indented seating recesses. A spheroid coupling bearing is nested between the two seating recesses and the upper and lower slide block members are held together by the springs. As so assembled, the anti-shock device base is fastened under the columns of a building structure such that the building achieves the objectives of exceptional shock eliminating capability and greater building structure safety.

Abstract: The present invention provides a vibration dampening laminate that is lightweight and has superior sound insulation and vibration dampening properties. The vibration dampening laminate comprises a constraining layer, a viscoelastic adhesive layer, a foam spacing layer and a pressure sensitive adhesive layer including a release layer. The pressure sensitive adhesive layer and release layer are contoured to fit a profile of the article being soundproofed and vibration dampened.

Abstract: An improvement in the structure of an anti-shock device utilized for buildings, important structures and bridge structures that includes a base, a carrier, a slide block, and a plurality of springs. A slip concavity of a sunken round curved recess is respectively formed in the base top surface and in the carrier bottom surface, and an upper slide block member and a lower slide block member are situated between the two slip concavities. One contact surface between the two slide block members and slip concavities is of a curved contour and the other surfaces are indented seating recesses. A spheroid coupling bearing is nested between the two seating recesses and the upper and lower slide block members are held together by the springs. As so assembled, the anti-shock device base is fastened under the columns of a building structure such that the building achieves the objectives of exceptional shock eliminating capability and greater building structure safety.

Abstract: A collapse-resistant frame system (10) for a bridge or building structure includes a plurality of mechanically-interconnected columns (12) and beams (14). At least the lowermost columns are formed of a material (28) that exhibits quasi-elastic behavior in response to seismic excitation, while the beams of the frame system are formed of a material (22) that exhibits elastic/plastic behavior, such that quasi-elastic flexure of the columns under seismic loading will cause plastic hinge formation in the beam ends (26) to thereby dissipate the rotational energy without significant plastic hinge formation in the column bases.

Abstract: A hurricane resistant window vinyl film having visible light transmission and rip-stop, composed of a double layer of plastic film with a scrim laminated between the two pieces of plastic vinyl film coated on one outside side with a pressure-sensitive adhesive that is reusable is then, applied to the inside of a window and it's frame. The near strength of the combination of plastic vinyl film, scrim and adhesive are balanced to provide buildings with protection from shattering glass.

Abstract: A bi-directional sliding pendulum seismic isolation system for reducing seismic force acting on a structure by sliding pendulum movements, each system comprising a lower sliding plate forming a sliding path in a first direction, an upper sliding plate forming a sliding path in a second direction, and a sliding assembly for reducing the seismic force of the structure by performing a pendulum motion by sliding along the lower and upper sliding plates.

Abstract: The present invention relates to a technique wherein a complex structure is adopted as a joint structure between each head of plural piles (1) and a bottom of a footing (2), and the complex structure may be selected among either a complex of a roller bearing structure (Y) interposing a sliding member (12) and a pin bearing structure (X) interposing a sliding member (32), another complex of a rigid joint structure (Z) and the roller bearing structure (Y), or still another complex of the rigid joint structure (Z) and a pin bearing structure (X). This can restrain the rotation of an upper structure (A), reduce stress concentration applied to a joint portion and occurrence of a bending moment on the pile (1) in applying a great external force such as an earthquake thereto, prevent damages or destroys of the joint portion and the pile, and also enhance excellent positional restoration performance for restoring the upper structure (A) to an initial position thereof, after the earthquake happens.

Abstract: A seismic isolation system with a plurality of ball-and-socket joints attaching a base structure to a plurality of foundation pads or piers. A plurality of pads or piers 3, 13 form a foundation structure. A seismic isolation bearing 20 attaches a pad to the floor 1 of a building or other structure. The seismic isolation bearing includes a joint 22 attached to an elastic element 12. The seismic isolation bearing allows tilting of the pad in relation to the base structure in response to vertical movement of a foundation pad. Additionally, rotation of the joint works in conjunction with the elastic element to reduce the shear deformation in the elastic element in response to transverse movement of the foundation pad.

Abstract: The seismic isolation sliding support bearing system includes a pair of sliding bearings, which can be moved relatively to each other and are arranged in opposition and in contact with each other between a superstructure and a substructure. At least one of the pair of sliding bearings is a sliding bearing (a) made from a molding, having a porous structure including a plurality of voids, of a composition including PTFE as a main component and aromatic polyester resin, or a composite including a base member having the molding on the surface thereof. Furthermore, a lubricant holding layer for holding a flow lubricant in the voids is formed in a surface portion of the molding. Since the sliding bearing (a) has a high compression elastic modulus (of 900 MPa or more) and a low coefficient of friction (of 0.02 or less) and can maintain the low friction for a long period of time, it can be particularly effectively used in a seismic isolation sliding bearing support system for structures with a large load.

Abstract: A modular foundation system having a punch pad; pre-formed, ring-shaped modular foundation units; and an axial column and a pole that extend through the modular foundation units. The modular foundation system may be used to support any type of structure, such as a pole building type structure; or may be used to provide pier footings for any non-pole building type structure, such as a terrace and wall type structure.