Abstract: A modular system for supporting, on an underlying framework, and at plural pipe-underside locations, an elongate linear pipe. The system includes (a) for each such location, a shoe anchorable to the pipe's underside at that location, (b) for one pipe-underside location only, an anchor securable to the framework for receiving and anchoring the shoe, and thus the pipe also, at this one location, against any motion relative to the framework, and (c) for each other pipe-underside location, a guide securable to the framework for guidably receiving the adjacent shoe in a manner permitting it, and thus the pipe also, at this other location, solely reversible sliding motion relative to the framework along a line substantially paralleling the pipe's long axis.

Abstract: Apparatus for precision deploy-attaching beam-mount structure to the outside of an elongate column at plural, defined attachment sites that are distributed and spaced along the length of the column. During use, a column support jig with plural openable/closeable yokes in the apparatus supports a column horizontally for selective rotation about its long axis. A carriage in the apparatus, which holds beam-mount structures to be attached to a supported column, is selectively moveable and position-lockable in defined locations distributed along the supported column between yokes in a pair of spaced yokes to enable precision weld-attaching of the mounts to sides of the column.

Abstract: A floating, nondestructably disconnectable, discontinuous, full-moment nodal connection between the end of a beam and the side of a column including (a) a column having a side, (b) a column-mount node structure joined to that column side, (c) an elongate beam having an end, and (d) a beam-mount node structure joined to that beam end. The column-mount and beam-mount structures are floatingly, nondestructably disconnectably, and discontinuity-gravity-seated relative to one another, and as so seated, form an operative full-moment connection, via the node structures, between the column and beam, this connection being characterized by the fact that there is no uninterrupted material-occupying path or structure which flows structurally from the beam to the column through the node structures.

Abstract: A family of beam cross-connections, including column/beam and beam/beam connections, between beams and columns in a building frame. Each connection within a cross-connection features (a) a pair of parallel-spaced, upright, planar plate components operatively associated with either a side of a column or a side of a beam, (b) an elongate, generally horizontal cross-connection beam including a generally upright, planar central web with an end which, with respect to a pair of such plate components, extends into the space that exists between those components, and (c) a structural relationship involving the plate components in a pair which accommodates (1) vertical-motion placement of a web end between the components, with (2) the automatic establishment thereby of correct relative, spatial, three-dimensional relationships and dispositions of the specific, associated column and/or beam elements so connected.

Abstract: Adjustable, elongate, beam-offset jig structure for assisting, under manual, or appropriate computer, control, in welding a pair of beam-end, column-interface components to the opposite ends of an elongate beam. The jig structure includes spaced, adjustable head-stock and tail-stock structures, each capable of holding such a component adjacent a beam end for adjustment to an infinite number of different, pre-weld angular-offset dispositions relative to such a beam end in order to accommodate planned horizontal and vertical beam offsets which will be encountered when such beams are installed in a building frame. A computer-controlled, robotic welder may be provided adjacent each end of the jig structure to implement appropriate welding when any and all offset angles have been jig-established.

Abstract: An Enterprise Service Delivery Technical Architecture includes a Technical Model, and a Technical Delivery Framework, and is designed to facilitate the development of complete enterprise service management solutions. The use of the Enterprise Service Delivery Technical Architecture results in solution designs created to be independent of the technology platform being managed with a view that meets the overall business requirements that span the technology platforms within a business environment. An information technology infrastructure already in place for a customer is analyzed and broken down to its very lowest level building blocks. Then the building blocks within the model of the technical architecture are mapped with the building blocks of the customer's information technology infrastructure to determine which of the building blocks of the model are to be used for the customer's information technology operation. A specific technical delivery framework is developed for each customer.

Abstract: Modular, selectively employable building parapet roof-rim structure including (a) gravity-docking reception structure deployed along and adjacent at least a portion of the perimeter of a building roof structure which is adjacent the top of a building frame, and (b) a dockable, modular parapet unit including gravity-docking structure removably and replaceably dockable, under the influence of gravity, with the reception structure to dispose the parapet unit as at least a part of an outwardly visible parapet roof-rim structure associated with the building roof structure. The parapet structure may be associated with moisture-barriering flashing structure which becomes locked into place along the rim of a building roof between inter-engaging components in the parapet structure.

Abstract: A column/beam connection in a building frame, including an elongate column having faces which join through corners, an elongate beam having an end, and a full-moment nodal connection connecting the end of the beam to the column solely through a pair of next-adjacent corners in the column, with the beam end, as so connected, being spaced from the column face which lies between the mentioned pair of corners. The connection per se features (a) plural standoffs joined to and extending, one each, outwardly from the column's corners at a selected, common elevation located along the length of the column, and (b) a halo collar joined through a gravity-seat-and-lock, full-moment interface connection to each of the standoffs, and, as so joined, spaced by the standoffs from the column faces which lie between the column corners.

Abstract: Adjustable, elongate, beam-offset jig structure for assisting, under manual, or appropriate computer, control, in welding a pair of beam-end, column-interface components to the opposite ends of an elongate beam. The jig structure includes spaced, adjustable head-stock and tail-stock structures, each capable of holding such a component adjacent a beam end for adjustment to an infinite number of different, pre-weld angular-offset dispositions relative to such a beam end in order to accommodate planned horizontal and vertical beam offsets which will be encountered when such beams are installed in a building frame. A computer-controlled, robotic welder may be provided adjacent each end of the jig structure to implement appropriate welding when any and all offset angles have been jig-established.

Abstract: Apparatus and methodology for performing precision rotational welding on the outside surface, and circumferentially around the long axis, of an elongate, hollow, tubular component. The apparatus includes an elongate frame, and plural, component-supporting, releasable-clamping yoke structures mounted on and distributed along the frame, including idlers defining an elongate, common, substantially horizontal rotational axis for a supported component, which common axis is designed to be substantially coincident with the long axis of such a component. With this apparatus, practicing the invention involves releasably clamping and horizontally supporting such a component for rotation on its long axis relative to the frame, and while so supporting a component, implementing selective rotation of it about its long axis, and performing precision rotational welding on and circumferentially around the surface of the supported component.

Abstract: Adjustable, elongate, beam-offset jig structure for assisting in welding a pair of beam-end, column-interface components to the opposite ends of an elongate beam. The jig structure includes spaced, adjustable head-stock and tail-stock structures, each capable of holding such a component adjacent a beam end for adjustment to an infinite number of different, pre-weld angular-offset dispositions relative to such a beam end in order to accommodate planned horizontal and vertical beam offsets which will be encountered when such beams are installed in a building frame. A computer-controlled, robotic welder is preferably provided adjacent each end of the jig structure to implement appropriate welding when any and all offset angles have been jig-established.

Abstract: A skin-panel sub-frame panel having spaced, upper, lower and lateral edges, designed to occupy an upright plane adjacent the outside of a plural-story building frame, with a vertical dimension which is substantially the same as inter-floor story-height in the frame. The sub-frame includes (a) an elongate beam component defining the sub-frame's upper edge, and (b) plural interconnect-accommodating site structure sets formed in and distributed along the length of that component organized with (1) a first, upwardly facing set, and (2) a second inwardly facing set, which sets define orthogonally intersecting interconnect planes. Each first set accommodates a position-stabilizing, load-transferring inter-sub-frame interconnection between a pair of vertically next-adjacent sub-frames, and each second set accommodates a similar interconnection between a sub-frame and building infrastructure which is located within the mentioned building frame.

Abstract: Apparatus for precision deploy-attaching beam-mount structure to the outside of an elongate column at plural, defined attachment sites that are distributed and spaced along the length of the column. During use, a column support jig with plural openable/closeable yokes in the apparatus supports a column horizontally for selective rotation about its long axis. A carriage in the apparatus, which holds beam-mount structures to be attached to a supported column, is selectively moveable and position-lockable in defined locations distributed along the supported column between yokes in a pair of spaced yokes to enable precision weld-attaching of the mounts to sides of the column.

Abstract: Apparatus for precision deploy-attaching beam-mount structure to the outside of an elongate column at plural, defined attachment sites that are distributed and spaced along the length of the column. During use, a column support jig with plural openable/closeable yokes in the apparatus supports a column horizontally for selective rotation about its long axis. A carriage in the apparatus, which holds beam-mount structures to be attached to a supported column, is selectively moveable and position-lockable in defined locations distributed along the supported column between yokes in a pair of spaced yokes to enable precision weld-attaching of the mounts to sides of the column.

Abstract: A prefabricated, building-insert module adapted for insertion to create in-place room infrastructure in an open, plural-story, main, column-and-beam building frame which is defined by columns and beams, the module including a prepared floor sub-module having an upper surface, and an at least partially completed, three-dimensional room sub-module anchored to and rising upwardly from the upper surface of the floor sub-module. The floor sub-module acts variously as a fabrication, transportation and installation-lifting pallet for the entire module, and the room sub-module is placed in a continuous state of vertical compression so as never, during transportation, lifting, and ultimate, in-place installation, to go into a state of vertical tension.

Abstract: An Enterprise Service Delivery Technical Architecture includes a Technical Model, and a Technical Delivery Framework, and is designed to facilitate the development of complete enterprise service management solutions. The use of the Enterprise Service Delivery Technical Architecture as the framework for an enterprise systems management technical solution results in solution designs created to be independent of the technology platform being managed with a view that meets the overall business requirements that span the technology platforms within a business environment. An information technology infrastructure already in place for a customer is analyzed and broken down to its very lowest level building blocks. Then the building blocks within the model of the technical architecture are mapped with the building blocks of the customer's information technology infrastructure to determine which of the building blocks of the model are to be used for the customer's information technology operation.

Abstract: A cable safety-barrier system for use along an elevated region of lateral exposure in a building structure having plural, spaced, laterally next-adjacent uprights distributed along the exposure region. The system, in an operative condition, includes (a) plural cable-threading brackets distributed along the exposure region and anchored, at least one each, to each of such uprights, (b) an elongate cable having ends and a long axis, and between such ends plural elongate portions, operatively threaded as a continuum between the cable's ends through each of the brackets, and (c) adjacent each bracket, an associated securing device functionally locked to an associated, elongate portion of the cable, inhibiting any appreciable motion of the cable portion generally along the cable's long axis relative to the associated bracket.

Abstract: Building frame shear-wall structure and associated methodology wherein the resulting structure includes (a) plural, elongate, spaced, interconnected columns and beams including elongate stretches which define and perimeter nominally open panes, and (b) within each defined and perimetered pane, an introduced, cured body of curable structural flow material spanning and effectively forming a column-and-beam-anchored rigidifying shear panel in the pane.

Abstract: A method and related apparatus for precision deploy-attaching beam-mount structure to the outside of an elongate column at plural, defined attachment sites that are distributed and spaced along the length of the column. The method involves (a) preparing an elongate column to act as a travel way for a carriage which is designed to transport and deploy beam-mount structure, shifting such a carriage progressively along the column from defined attachment site to defined attachment site, and at each such site, deploy-attaching from the carriage to the column the carriage-carried beam-mount structure.

Abstract: A “property checker” uses light-weight symbolic execution to prove that software programs satisfy safety properties by simultaneously performing program testing and program abstraction. A simple example of safety properties includes conditions that must be satisfied for proper program execution, such as whether an application properly interfaces with API methods or functions. Program tests are an “under-approximation” of program behavior, and abstractions are an “over-approximation” of the program. This simultaneous testing either finds a test-case that reaches an error state, or finds an abstraction showing that no path in the state space of the program can reach any error state. If a test-case reaches an error state, the property checker has discovered a violation of the safety property. Conversely, if no path in the state space can reach any error state, the property checker has proved that the program satisfies the desired safety property.