Abstract: An emergency storm shelter assembly extends from a wall of a structure to establish, a shelter space resistant to collapse in the event the structure collapses on the assembly. The assembly includes a first panel and a second panel. A pivotable anchor is coupled to a base edge of the first panel such that the first panel is selectively positionable parallel to a wall of the building structure. An upper edge of the second panel is pivotably coupled to a top edge of the first panel. A holding mechanism is coupled to the first panel and the second panel securing the first panel and the second panel in a fully extended static position defining a sheltered space.

Abstract: A building structure includes a web joist having a beam element with a laterally extending flange and a depending flange. A sway brace is attached to the laterally extending flange using a plate clamp with fixed and opposed screw jaws to grip the flange. A pipe clamp having a circumferential body which can tighten to retain a pipe is arranged so that the axis of the pipe extends beneath the depending flange of the beam element. A link, pivotally mounted at each end, extends between an upper portion of the plate clamp and the pipe clamp. The plate clamp is locked in place, the pipe is moved to the proximity of the depending flange and the pipe clamp is locked as far from the plate clamp as possible.

Abstract: A truss hinge that allows hinging between truss parts, and also allows configuration into a different size.

Abstract: A multistory emergency stairwell structure for escape and rescue in different emergency situations adapted for building proximate to a pre-existing multistory building, and being built as a separate construction from the pre-existing building for facilitating passage of occupants between the pre-existing building and the stairwell structure by means of a passageway that is attached at one end only to either the pre-existing building or to the stairwell structure and is free to move at its opposite end.

Abstract: This disclosure provides a method and means to build an ecological house with enormous monolithic foam blocks. The building structure is reinforced by liquid cement filled pipes or by glass fiber mesh. The building according to this disclosure may be 1-3 floor building. The building according to this disclosure is earth quake resistant.

Abstract: A continuity tie is provided for connecting a prefabricated shearwall to a structural member above the prefabricated shearwall. In the preferred embodiment, the continuity tie is a steel tube with aligned openings for receiving a threaded rod therethrough. The tube is welded to the shearwall. A pair of tubes are preferably attached. Nuts attach the threaded rod to the tube. The threaded rod attaches to a structural member above the tube.

Abstract: The invention relates to a damping device, particularly earthquake damper, comprising a hollow spherical body filled with a damping fluid (5) and comprising a plurality of damping bodies (10) disposed in the radial direction, the radially interior ends thereof being mounted on a common mounting element disposed in the center of the spherical body, and the radially exterior ends thereof being mounted directly or indirectly on the inner wall of the spherical body.

Abstract: The wooden building skeleton of the present invention has excellent quake resistance because the column of a rigid-frame structure joined to a cross member or the foundation so that a bending moment can be transferred therebetween and the load-bearing wall therein exhibit their load bearing ability. A foundation and a wooden column and the wooden column and a beam are respectively joined by two bolts so that a bending moment can be transferred therebetween. A load-bearing wall is also provided between the beam and the foundation. The length of the section of the bolts which undergoes elongation when inter-story deflection occurs between the beam and the foundation or the cross-sectional dimensions of the wooden column is set such that the inter-story deflection which is generated before the wooden column is fractured is almost equal to or greater than the inter-story deflection which is generated before the load-bearing wall is fractured.

Abstract: A protection cell having an upper wall and a lower wall spaced with respect to each other through a plurality of side walls integrally connected to each other, to form an open box-like container with an entrance opening. The container defines inside a shelter space arranged to accommodate a user. In particular, the container is produced as a single block that reproduces the open box-like container. The anti-seismic cell has a movable wall portion mounted slidingly on the box-like container, by means of a sliding cooperating element, in particular a plane sliding board that slidingly engages between at least two slide paths, which are arranged at opposite sides with respect to each other. The plane sliding boards allows movable wall portion to move from an open configuration to a closed configuration, where the movable wall portion blocks the opening defining the protection cell.

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: An anchoring system for cavity walls is disclosed and includes a wall anchor and a high-strength veneer tie. The anchor includes nonconductive thermally-isolating components that maintain the insulation R-values. The anchor features seals located at insertion points in the layers of the interior wythe that stabilize the wall anchor and protect against the entry of liquids and vapor. The veneer tie utilizes a ribbon connector that is cold-worked with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The veneer tie, when part of the anchoring system, interengages with the wall anchor and is dimensioned to preclude significant veneer tie movement and to preclude pullout.

Abstract: A high-strength pullout resistant pintle and anchoring system employing the same is disclosed. The modified veneer tie utilizes ribbon pintles formed from a wire formative construct that is cold-worked with the resultant body having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The ribbon pintles hereof, when part of the anchoring system, interengage with receptor portions of a wall anchor and are dimensioned to preclude significant lateral, vertical and horizontal movement.

Abstract: A building's seismic isolation and snubber system for a seismic isolation mechanism instantly activated includes sensors, a processing unit, absorber systems, hydraulic oil pressure systems and multilayer sliding systems. In this regard, a sensor detecting any earthquake-induced strike and dip in a building's quadrant of operation could supply an oblique angle to the processing unit in which the oblique angle thereof is transferred to any hydraulic oil pressure system's coefficient of damping for the hydraulic oil pressure system's corresponding damping force generated to control and distribute a building's equilibrium, and any multilayer sliding system is used to yield or eliminate any seismic horizontal vibrations for the said elements developing all functions, substantially reducing and distributing earthquake-induced stresses, and delivering a building with seismic vibrations effectively isolated and prevented.

Abstract: This invention relates to a composition for plug in a base-isolated structure capable of providing a plug for base-isolated structure having sufficient damping performance, displacement following property and the like, and more particularly to a composition for plug in a base-isolated structure characterized by including powder and an elastomer composition formed by compounding an elastomer component with a reinforcing filler.

Abstract: A low-cost hurricane and earthquake resistant house structure includes a rounded shape external wall constructed of a plurality of circumferentially adjacent wall segments, each secured to an adjacent structural vertical stud secured to the ground via a shock absorber. Each wall segment includes a plurality of blocks located and secured on top of one another. A foundation groove receives at least a portion of a lowest block of each wall segment therein, and spaced from inside foundation walls. An aerodynamic roof is secured to the vertical studs, and a floor is mounted on shock absorbers on the ground and connected to the wall with a flexible material.

Abstract: A composite damper includes a first connector, a second connector and at least a dampening device. The first connector and the second connector are relative movable to each other, and the at least one dampening device is received between the first connector and the second connector. The dampening device comprises at least a rigid member and at least a dampening member, wherein the rigid member has the properties of high stiffness and low damping, while the dampening member has the properties of low stiffness and high damping. With such design, the composite damper could absorb vibrations during earthquakes.

Abstract: A self-centering damper has an elongated damping body and at least one returning device. The elongated damping body has at least one elongated-sheet shape first wing plate and a supporting element connected to and extending from the first wing plate. The at least one returning device is connected to the damping body and has two holding ribbed-plates respectively connected to the end segments of the damping body, a supporting ribbed-plate securely connected to the damping body between the holding ribbed-plates and at least one pre-stressed stay wire extending through the supporting ribbed-plate and connected the holding ribbed-plates in a tension condition.

Abstract: A system for structural restraint of structures against seismic and storm damage comprises a plurality of structural framing components; a plurality of structural sheathing components; a plurality of structural fasteners; one or more structural foundations; and a structural bonding agent applied to the interior and exterior to prevent failure of structural fasteners.

Abstract: The invention provides a metal joint connecting a pair of subject members relatively displaceable in one direction, a metal joint connecting a pair of subject members relatively displaceable in one direction, the metal joint comprising: multiple first attachment portions attached to one of the subject members; a second attachment portion attached to an other of the subject members; and multiple plate portions connecting between the first attachment portions and the second attachment portion to each other, wherein an attachment direction of each of the first attachment portions with respect to one subject member and an attachment direction of the second attachment portion with respect to the other subject member are set so that a surfaces of the plate portions follow a direction of the relative displacement.

Abstract: Disclosed is a buckling restrained brace which is a core plate inside a tube, with the plate prevented from buckling by being surrounded by the tube. The core plate is provided with a layer of discrete springs adjacent the core plate, with the interior of the tube otherwise filled with cement. The layer of discrete springs may be cardboard of other material. The layer of discrete springs defines a space between the core plate and the concrete, to allow for expansion of the core plate under compression from the ends.

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: A connector device for connecting an exterior deck structure to a contiguous building the connector having a pair of interlocked non-contacting cable loops, with a plastic plug encapsulating the interlocked ends of the cables and separating the cables to act as a thermal barrier. An expanded head at one end of the plug, with associated foam washer seals against a deck header. The exterior cable end of the connector is attached to a deck joist and the interior end of the connector is attached to a building joist, wherein the respective joists may be laterally offset. The connector prevents detachment of the deck from the building during severe tectonic of weather activities.

Abstract: A fire-rated receiver channel includes at least one intumescent or other fire-resistant material strip. The receiver channel can nest with a framing member, such as metal tracks, headers, header tracks, sill plates, bottom tracks, metal studs, wood studs or wall partitions, and placed at a perimeter of a wall assembly to create a fire block arrangement. In other arrangements, a track assembly includes two nested tracks, an inner track and outer track. The assembly is designed so that the outside width of the outer track is equal to or less than the outside width of the inner track to present a substantially flush external surface for attachment of exterior sheathing elements when the assembly is used in an external wall.

Abstract: A vibration isolating mounting clip which is used to mount a furring channel to a mounting surface, which is then further loaded with a finishing substrate via the furring channel consists of a resilient bent metal strip. The resilient bent metal strip has a first end and an opposing second end, and a transition portion shaped to fit the furring channel. Through different aspects of the invention either the first end, or the first and second end is mounted to the mounting surface. The resilient bent metal strip has a stiffness and shape such that when the furring channel is positioned in the resilient bent metal strip, and the resilient bent metal strip is mounted to the mounting surface, and a finishing substrate is loaded on the furring channel, the furring channel does not contact the mounting surface. Between the ends of the resilient bent metal strip, and the furring channel, are one to several bends, towards and away from the mounting surface to achieve the desired resiliency.

Abstract: A system for constructing a residential or commercial structure and/or retrofitting an existing structure provides a series of construction components employed that cooperate with standard construction materials to enhance the building structural integrity when subjected to destructive wind forces, torsion forces, and seismic forces, such as those commonly associated with hurricanes and tornados. The resultant strength of the structure is increased beyond what the standard construction materials were capable of on their own. The components further cooperate with standard construction materials to provide a unitized system of structural integrity. The components further cooperate with a secondary water sealing ability to minimize and/or prevent influent water damage to the structure in the event that the primary sealing system is compromised.

Abstract: A high-strength thermally-isolating surface-mounted anchoring system for a cavity wall is disclosed. The thermally-isolated anchoring system is adaptable to varied structures, including high-span applications, and for use with interlocking veneer ties and reinforcement wires. The anchoring system includes an anchor base and a stepped cylinder which sheaths the mounting hardware to limit insulation tearing and resultant loss of insulation integrity. The anchoring system is thermally-isolated through the use of a series of strategically placed compressible nonconductive fittings. Seals are formed which preclude penetration of air, moisture, and water vapor into the wall structure.

Abstract: A high-strength pintle anchoring system for a cavity wall is disclosed. The high-strength pintle anchoring system employs a partially compressively reduced veneer tie that is cold-worked with the resultant body partially having substantially semicircular edges and flat surfaces therebetween. The edges are aligned to receive compressive forces transmitted from the outer wythe. The partially compressively reduced veneer tie, when part of the anchoring system, interengages with the receptor portions of a wall anchor and are dimensioned to preclude significant movement lateral with or normal to the inner wythe.

Abstract: A hybrid wall reinforcement wall anchoring system is described for use in masonry cavity walls. The reinforcement and anchor is hybrid device installed within the backup wall and interlocked with novel veneer ties. The novel veneer ties are wire formatives and are manually connected and interlocked with the anchor. Once interlocked and installed within the cavity wall, lateral, vertical and front-to-back veneer tie movement is limited, strengthening the cavity wall structure. The inclusion of a reinforcement wire within the veneer tie and the exterior wall provides a seismic structure.

Abstract: Extreme event performance evaluation using real-time hysteresis monitoring. A structure is monitored using one or more sensors. One or more inter-story Hysteresis Loops for the structure are generated in real-time using data from the sensors, thus enabling rapid decision making regarding the structure's condition.

Abstract: A backup wall reinforcement with T-type siderail anchoring system is described for use in masonry cavity walls. The reinforcement and integral anchor is hybrid device installed within the backup wall and interlocked with novel veneer ties. The novel veneer ties are manually connected through swinging or twisting the veneer ties until the veneer ties are interlocked with the anchor. Once interlocked, lateral and vertical veneer tie movement is limited strengthening the cavity wall structure. The inclusion of a reinforcement wire within the veneer ties and the exterior wall provides a seismic structure.

Abstract: A building including a metal joint is provided with a damping member that is mounted between at least a pair of structures and yields in accordance with relative displacement between the structures. The damping member includes strength-suppression device that suppresses an increase of strength after yield, and exerts a damping effect with rocking or expansion and contraction of at least one of the structures.

Abstract: A building comprises foundation; a first stud wall; a second stud wall; the second stud wall is disposed above the second first stud wall; a tie rod operably attached to the foundation and extending within the first and second stud walls; a first nut connecting the tie rod to the second stud wall; a first spring urging the first nut and the tie rod upwardly; a second nut connecting the tie rod to one of the first stud wall and the second stud wall, the second nut being disposed below the first nut; a second spring urging the second nut and the tie rod upwardly; the first spring is configured to carry a load at least substantially equal to the weight of a portion of a length of the tie rod disposed between the first nut and the second nut; and the second spring is configured to carry a load disposed below the second nut, the portion extending to where the tie rod is attached to the foundation.

Abstract: A connector for a ceiling framework including profile sections crossing one another at right angles for connecting the profile sections by being fitted to ends of certain profile sections which fit into apertures pierced in other profile sections. The connector includes two parts, a primary clip and a secondary clip, the two parts being associated with one another via a meltable mechanism capable of melting at a temperature of a fire to separate the two parts. In a fire, the secondary clips become detached allowing the primary clips to fit more deeply into the apertures of the profile sections, making it possible to absorb expansions due to heat of the fire and keep the framework and the ceiling sections it supports in place. The connector can be applied to the field of building construction, for example.

Abstract: A shearwall adapted for use in a building or other structure includes a main concrete portion and structural reinforcement positioned within the main concrete portion. The shearwall is configured to resist lateral forces to which the building or other structure may be subjected. Further, the shearwall is configured to accommodate a vertical load such that the need for at least one separate structural column is eliminated.

Abstract: An inventive method is presented for a sliding pendulum seismic isolation system that reduces seismic forces on the supported structure and reduces the costs of the isolation bearings, seismic gaps, and supported structural frame. The inventive method is to configure the isolation system to achieve increased effective friction with increased displacement amplitudes, and to employ specific bearing configurations that suit the different types and magnitudes of loads present at particular structure support locations. Three bearing configurations are presented which are comprised of multiple sliders that slide along different concave spherical surfaces, each constituting an independent sliding pendulum mechanism having a specified pendulum length and friction.

Abstract: A passive damper for earthquake hazard reduction includes an inner member received in an outer member, with an elastomeric material disposed in the gaps between the inner and outer member. The elastomeric material has at least a first and a second portion. The first portion is bonded or connected to both the inner member and outer member such that no slippage occurs between the members and the material. The second portion is not bonded or connected to at least one of the inner and outer members such that slippage may occur.

Abstract: Ceiling suspension system including a plurality of rigid, elongated seismic joists interposed between opposing walls of a room, spaced selected distances apart along a horizontal support plane, and hangers suspended from the respective joists to support a grid from the respective lower ends thereof.

Abstract: This invention relates to an improved wall for resisting lateral forces imposed on a building that incorporates the wall. Specifically, this invention relates to a wall in a light-frame building having within it a sub-component specifically designed to resist lateral forces imposed on the building such as those caused by an earthquake or by wind loading. The wall is formed with a bottom plate that rests on the underlying structural component of the building. A plurality of vertically-disposed studs connect to the bottom plate, and a top plate is supported by and connects to the vertically-disposed studs. A shear-resisting assembly connects to the top plate and the underlying structural component. The shear-resisting assembly has top and bottom struts and first and second chords and a planar shear resisting element connected thereto.

Abstract: Disclosed is a buckling restrained brace which is a core plate inside a tube, with the plate prevented from buckling by being surrounded by the tube. The core plate is provided with a layer of discrete springs adjacent the core plate, with the interior of the tube otherwise filled with cement. The layer of discrete springs may be cardboard of other material. The layer of discrete springs defines a space between the core plate and the concrete, to allow for expansion of the core plate under compression from the ends.

Abstract: Disclosed are an earthquake-resistant structure and an earthquake-resistant construction method which secure survival space and breathable space in a building even when the building is damaged by an earthquake, thus suppressing victims originating from earthquake disaster. Partitions inside the building are removed, and steel racks that support the dead load of a building above the floors when the structure framework of the building is damaged by an earthquake are disposed in an exclusive area in the building to partition the exclusive area into rooms. Joint members or the like which connect a plurality of steel racks are attached to hold the layout form of the steel racks.

Abstract: The invention is directed to develop for the construction method for strong resistance to the earthquake according to new architecture rationale which all construction for building should be founded on the platform to be moved in alignment with the movement of the earthquake eliminating any piles to drive into the earth to adhere and building materials to combine each other firmly, by means of converting the vibration energy of the earthquake into the kinetic energy either to run idle the balls or to operate the up and down movement of the cylinder applied to the pile as the leg of the building rested on the ground in alignment with the movement of earthquake to deteriorate efficiency of transmissibility or to consume away for vibration energy of the earthquake as much as possible from an architectural point of view, it were just like idling operation as if car tires have sunk into sand.

Abstract: A seismic clip for suspended ceiling grid tees that offers high strength, rigidity, versatility and ease of assembly while improving the ability of a clip to self-align with a grid tee. The clip includes a lanced tab that serves to establish and maintain alignment of the clip body and the tee to which it is assembled whereby a tendency of a clip to be tilted upwardly relative to the tee is eliminated or greatly reduced. The alignment tab serves to initially align the clip and tee either when it is assembled by snapping it over the tee or by sliding the tee endwise into the clip. The tab is configured so that it does not unduly add to the assembly force level when the clip is snapped over the tee or when the tee and clip are slipped endwise together.

Abstract: A negative stiffness device and method for seismic protection of a structure is described. In one embodiment, the device has an anchor frame and a movement frame laterally translatable relative to the anchor frame. The anchor frame and movement frame have respective extension portions. A linkage is pivotably connected to the extension portion of the anchor frame. A compressed spring has a first end is attached to the extension portion of the movement frame and a second end attached to the linkage. The compressed spring has a spring force. In a rest state, the compressed spring does not apply a lateral force to the movement frame. In an engaged state, the compressed spring is configured to apply a lateral force to displace the movement frame in a lateral direction of a seismic load. The spring force is amplified by the linkage when the movement frame is laterally displaced to an amplification point.

Abstract: Embodiments provide modular seismic safety systems and methods of providing safe zones and emergency equipment for use in public and private buildings. In various embodiments, the modular safety systems may include at least one safety module that may be installed in a pre-existing structure in order to provide a safety zone configured to withstand a seismic emergency. In various embodiments, the safety module may be configured to withstand the forces of an earthquake, and may be seismically isolated from the preexisting structure by an expansion joint. In some embodiments, a plurality of safety modules may be installed, and they may work together to form in internal bracing structure. Various embodiments also may include a freestanding safety capsule that contains safety equipment and that is exterior to the building. Also disclosed are methods of providing a cost-effective modular safety system for use in a school or other public building.

Abstract: The invention relates to seismic protection (anti-seismic) devices and, in particular, to seismic hysteretic dampers, used to protect the structures against severe earthquakes. These devices are installed at points where large displacements are expected due to earthquake shakings, such as between a bridge deck and bearing points of said bridge (e.g. the pier cap beam).

Abstract: The present invention provides a vibration damping construction system including a first construction body, a second construction body, and a damping unit. The first construction body includes a reaction surface. The second construction body is accommodated in the first construction body. The damping unit is disposed between the second construction body and the reaction surface of the first construction body for reducing the vibration transferred from the first construction body.

Abstract: A buckling restrained brace includes an axial member and a restraining unit. The axial member extends along an axial direction, and has two coupling sections for connecting respectively to two connecting plates of a framework of a building, and a middle section connected between the coupling sections. Each coupling section has a supplying plate portion coplanar with an elongated plate body of the middle section, and a contacting plate portion extending perpendicularly from the supporting plate portion. An outer end of the supplying plate portion of each coupling section has a groove formed therethrough along a transverse direction of the axial member, extending along the axial direction, and permitting a respective one of the connecting plates to engage fittingly therewith and contact the corresponding contacting plate portion.

Abstract: Light-weight modular panel systems including a plurality of panels formed of a cementitious material, with a fiber-reinforced shell layer and an adjacent substrate layer. The panels employ a light-weight aggregate that provides the panels with the ability to be cut, sanded, drilled, screwed, and otherwise shaped using common wood working tools. A dual panel thickness wall construction may be formed by using the panels to provide interior and exterior portions of a wall construction. Seams between adjoining panels may be spanned with fiberglass mesh and bonded with polymer modified cementitious adhesive, providing excellent strength in that the joints between adjacent modular panels do not represent a weak point of the wall construction. The resulting wall provides greater strength than the individual panels, and results in a monocoque structure in which interior and exterior panels, and their respective fiber reinforced layers are spaced apart from one another.

Abstract: A Door or window system having earthquake-resistant performance, comprising: a main frame having two vertical frame members that are separated so as to be mutually parallel to each other, and an upper frame member and a lower frame member connected to the upper and lower end portions of the vertical frame members; a plurality of pillar members that are separated from the vertical frame members and arranged side by side thereto; a support beam, which is fixed to the end portions of the pillar members, extends horizontally, and has both end portions separated from the vertical frame members; and a damper, which is fixed between the support beam and the upper frame member, or between the support beam and the lower frame member, receives a horizontal load applied from the exterior, and is plastically-deformed when yielding to a horizontal load that is more than the tolerated horizontal load.

Abstract: A joint connection (20) in which a beam end and a column base of a structure (10), or a peripheral member rigidly joined thereto, are joined to another structure (13) capable of receiving a bending moment through supporting means 22. A deformation due to a very small geometric movement within a resilient range is generated in the supporting means (22) by a reaction force generated at a joint portion with the other structure 13 due to an external force exerted on a beam or a column. This structure is capable of generating a bending moment Mr in a reverse direction to a bending moment Mc generated in the column base or the beam end.