Abstract: A method and apparatus according to which a blast resistant shelter is assembled. The blast resistant shelter includes first and second structural members, a third structural member coupled to the first and second structural members, a first airway adjacent the third structural member, and a first blast panel pivotably mounted to the third structural member and adapted to pivot thereabout in response to a blast wave. In a first configuration, the first blast panel is detachably connected to a first portion of the blast resistant shelter and prevented from pivoting about the third structural member so that the first blast panel obstructs air flow through the first airway. In a second configuration, in response to the blast wave, the first blast panel is detached from the first portion of the blast resistant shelter and permitted to pivot about the third structural member to permit air flow through the first airway.

Abstract: Embodiments of the present disclosure relate to a structure that comprises at least one layer of air beams that define an interior space of the structure wherein laterally adjacent air beams are configured to laterally abut each other. Optionally the structure comprises at least a first layer of a plurality of air beams and a second layer of a second plurality of air beams, wherein the second layer is positioned adjacent to and interior to the first layer for defining an interior space of the protective structure. A structure with laterally abutting air beams may better protect the occupants and contents within the structure from the effects of an explosion. Constructing a structure with at least two layers of air beams may provide a stiffer structure as compared to a structure that is constructed from a single layer of air beams.

Abstract: A resiliently deformable containment structure having an open bottom end and a raised center portion. A central hub, situated centrally in a textile containment sheet, is provided. A plurality of elongate inflatable beam members are arranged circumferentially around the central hub, each extending radially outwardly and in a downwardly-extending manner therefrom and each underlying or overlying the textile containment sheet to support, when inflated, the textile containment sheet in a downwardly-extending shape to form an enclosure having an open bottom end. Distal ends of the inflatable beam members are tethered to one or more anchor members situated below the open bottom end of the dome structure. The structure is suited for placement above and over a compromised sub-sea structure for collecting and recovering to surface fluids which may be leaking therefrom. A method for containing and recovering such fluids from a compromised sub-sea structure is further disclosed.

Abstract: A method and apparatus according to which a blast resistant shelter is assembled. The blast resistant shelter includes first and second structural members, a third structural member coupled to the first and second structural members, a first airway adjacent the third structural member, and a first blast panel pivotably mounted to the third structural member and adapted to pivot thereabout in response to a blast wave. In a first configuration, the first blast panel is detachably connected to a first portion of the blast resistant shelter and prevented from pivoting about the third structural member so that the first blast panel obstructs air flow through the first airway. In a second configuration, in response to the blast wave, the first blast panel is detached from the first portion of the blast resistant shelter and permitted to pivot about the third structural member to permit air flow through the first airway.

Abstract: A foot assembly for a V-leg assembly of a folding frame system includes a first U-shaped bracket having two legs connected by a web, a second U-shaped bracket having two legs connected b a web, a cylindrical foot member, and a pivot pin extending through a hole in the web of the first bracket, a hole in the foot member, and a hole in the web of the second bracket so that the first bracket, the foot member, and the second bracket are all pivotable relative to one another about the pivot pin.

Abstract: A system and method for initiating a personal emergency response is disclosed. The method can include receiving an emergency communication via a virtual assistant, spoken by a user and an urgent situation or an emergency situation. The emergency communication can be processed to determine the nature of the emergency communication and translate the emergency communication into an emergency data message having a digital representation of information related to the emergency communication. If the emergency communication indicates an urgent situation, the system can contact an emergency contact based on stored user preferences. If the emergency communication indicates an emergency situation, then the system can aid in the dispatch of emergency services and provide information about the user to provide a measured response to the emergency communication.

Abstract: A resiliently deformable containment structure having an open bottom end and a raised center portion. A central hub, situated centrally in a textile containment sheet, is provided. A plurality of elongate inflatable beam members are arranged circumferentially around the central hub, each extending radially outwardly and in a downwardly-extending manner therefrom and each underlying or overlying the textile containment sheet to support, when inflated, the textile containment sheet in a downwardly-extending shape to form an enclosure having an open bottom end. Distal ends of the inflatable beam members are tethered to one or more anchor members situated below the open bottom end of the dome structure. The structure is suited for placement above and over a compromised sub-sea structure for collecting and recovering to surface fluids which may be leaking therefrom. A method for containing and recovering such fluids from a compromised sub-sea structure is further disclosed.

Abstract: A foot assembly for a V-leg assembly of a folding frame system includes a first U-shaped bracket having two legs connected by a web, a second U-shaped bracket having two legs connected b a web, a cylindrical foot member, and a pivot pin extending through a hole in the web of the first bracket, a hole in the foot member, and a hole in the web of the second bracket so that the first bracket, the foot member, and the second bracket are all pivotable relative to one another about the pivot pin.

Abstract: A structural module includes a first strut pair including a first strut and a second strut pivotably connected to each other at a first strut pair pivotable connection point, a second strut pair including a third strut and a fourth strut pivotably connected to each other at a second strut pair pivotable connection point, a first hub, a first end of the first strut and a first end of the third strut being pivotably connected to the first hub, a second huh, a first end of the second strut and a first end of the fourth strut being pivotably connected to the second hub, and a stop arrangement attached to at least one of the first hub, the first strut, and the third strut, the stop arrangement including an abutment end. The structural module is movable between a closed position in which longitudinal axes of struts of the first strut pair and the second strut pair are substantially parallel to one another. A collapsible structure and a method of erecting i collapsible structure are also disclosed.

Abstract: A tethermast and frag wall includes a fabric device having a fill volume fillable with a fill material on a flexible or compliant mast system. The fill volume may be a chambered curtain. The tethermast and frag wall is self supporting, easily deployed, and may be used in connection with a structure or may be deployed stand-alone. A tether system for an air beam structure utilizing a flexible tethermast, an external frag wall or frag curtain, soft couplings, air beam slings, or combinations thereof to reduce the effects of pressure waves, such as blast waves, onto and into an air beam structure and any inhabitants.

Abstract: A tethermast and frag wall includes a fabric device having a fill volume fillable with a fill material on a flexible or compliant mast system. The fill volume may be a chambered curtain. The tethermast and frag wall is self supporting, easily deployed, and may be used in connection with a structure or may be deployed stand-alone. A tether system for an air beam structure utilizing a flexible tethermast, an external frag wall or frag curtain, soft couplings, air beam slings, or combinations thereof to reduce the effects of pressure waves, such as blast waves, onto and into an air beam structure and any inhabitants.

Abstract: A structural module includes a first strut pair including a first strut and a second strut pivotably connected to each other at a first strut pair pivotable connection point, a second strut pair including a third strut and a fourth strut pivotably connected to each other at a second strut pair pivotable connection point, a first hub, a first end of the first strut and a first end of the third strut being pivotably connected to the first hub, a second hub, a first end of the second strut and a first end of the fourth strut being pivotably connected to the second hub, and a stop arrangement attached to at least one of the first hub, the first strut, and the third strut, the stop arrangement including an abutment end. The structural module is movable between a closed position in which longitudinal axes of struts of the first strut pair and the second strut pair are substantially parallel to one another. A collapsible structure and a method of erecting a collapsible structure are also disclosed.

Abstract: A tethermast and frag wall includes a fabric device having a fill volume fillable with a fill material on a flexible or compliant mast system. The fill volume may be a chambered curtain. The tethermast and frag wall is self supporting, easily deployed, and may be used in connection with a structure or may be deployed stand-alone. A tether system for an air beam structure utilizing a flexible tethermast, an external frag wall or frag curtain, soft couplings, air beam slings, or combinations thereof to reduce the effects of pressure waves, such as blast waves, onto and into an air beam structure and any inhabitants.

Abstract: A tethermast and frag wall includes a fabric device having a fill volume fillable with a fill material on a flexible or compliant mast system. The fill volume may be a chambered curtain. The tethermast and frag wall is self supporting, easily deployed, and may be used in connection with a structure or may be deployed stand-alone. A tether system for an air beam structure utilizing a flexible tethermast, an external frag wall or frag curtain, soft couplings, air beam slings, or combinations thereof to reduce the effects of pressure waves, such as blast waves, onto and into an air beam structure and any inhabitants.

Abstract: A tethermast and frag wall includes a fabric device having a fill volume fillable with a fill material on a flexible or compliant mast system. The fill volume may be a chambered curtain. The tethermast and frag wall is self supporting, easily deployed, and may be used in connection with a structure or may be deployed stand-alone. A tether system for an air beam structure utilizing a flexible tethermast, an external frag wall or frag curtain, soft couplings, air beam slings, or combinations thereof to reduce the effects of pressure waves, such as blast waves, onto and into an air beam structure and any inhabitants.

Abstract: A tethermast and frag wall includes a fabric device having a fill volume tillable with a fill material on a flexible or compliant mast system. The fill volume may be a chambered curtain. The tethermast and frag wall is self supporting, easily deployed, and may be used in connection with a structure or may be deployed stand-alone. A tether system for an air beam structure utilizing a flexible tethermast, an external frag wall or frag curtain, soft couplings, air beam slings, or combinations thereof to reduce the effects of pressure waves, such as blast waves, onto and into an air beam structure and any inhabitants.

Abstract: An apparatus for connecting an attachment and an air beam comprising a hug strap attached to a hug strap pad, the hug strap adapted to connect with the attachment, and the hug strap pad adapted to attach to the air beam. A method of securing an attachment to an air beam comprising providing an air beam, attaching a hug strap to a hug strap pad, securing the hug strap pad (with the hug strap attached) to the air beam, and securing the attachment to the hug strap.

Abstract: A tethermast and frag wall includes a fabric device having a fill volume fillable with a fill material on a flexible or compliant mast system. The fill volume may be a chambered curtain. The tethermast and frag wall is self supporting, easily deployed, and may be used in connection with a structure or may be deployed stand-alone. A tether system for an air beam structure utilizing a flexible tethermast, an external frag wall or frag curtain, soft couplings, air beam slings, or combinations thereof to reduce the effects of pressure waves, such as blast waves, onto and into an air beam structure and any inhabitants.

Abstract: An in-ground storm shelter for installation in the floor of a structure. The door is substantially flush with the floor and comprises two panels, one sliding over the other, so as to occupy as little floor space as possible. A spring-biased latch on the leading edge of the sliding door automatically latches the closed door to a rail on the front edge of the enclosure as the door is slid shut. The latch may comprise a pair of handles, each with a grip hole. The latch is releasable from outside the shelter using the end of a handrail that acts on the latch through a latch release window in the sliding door. The shelter may also include a safety chain that extends through the grip holes in the latch handles. A security lock may be included so that the shelter may serve as a safe or secure storage.

Abstract: Kits for assembling a protective building structure that is resistant to and protects occupants from overhead ordinance detonations, are provided. The kits comprise modular parts for assembling an overhead protective building structure that can be packaged for delivery and assembly in a field location. The kits have self-contained mechanisms for facilitating assembly of the kits with limited construction resources. A pivoting support frame permits the panel members to pivot from a vertical position for filling the panel members with fill material, to a horizontal position on the support frame, to thereby form the overhead cover. Self-raising means are also included in the kits to lift and vertically position the overhead cover along supporting stanchions positioned at each end of the support frame.