A hybrid shear wall system for construction of massive timber buildings of more than two stories in seismic zones, is provided, which presents a ductile behavior and reduced overturning effect against a lateral load caused by destructive natural events, such as earthquakes or strong winds; the shear wall system comprises an interior frame with articulated nodes of union between columns and sills, to which exterior massive timber panels are joined on both opposite faces, by means of individual energy dissipating connectors; where the frame comprises post-tensioned self-centering means, which together with the articulated nodes, the exterior massive timber panels and the connectors, act together as a unit and allow the shear wall to behave in a ductile manner and with reduced overturning effect under high lateral load.

Blast resistant shelters and structural designs therefor according to which the structural designs include anchoring systems and manufacturing of the anchoring system. The anchoring systems include at least one bracket with a spiral winding and opposing first and second end portions. The first end portion includes two holes, and the second end portion includes two holes. The spiral winding is disposed between the first end portion and the second end portion.

A system for providing an angled construction or bent beam construction. Such system may include a first beam comprising a first elongated beam segment having a first interlocking joint portion at one end, and a second beam comprising a second elongated beam segment having a second interlocking joint at one end, wherein the first interlocking joint portion is configured to rotatably couple to the second interlocking joint to form a rotatable joint such that the angle between the first beam and the second beam is adjustable.

Outdoor fitness pavilions, and systems and methods related to the same are provided. The pavilions include a floor substructure including floor support members, pillars distributed about a perimeter of the floor substructure, a roof substructure including roof support members, at least some of which are connected to the pillars. The pavilion includes integrated fitness equipment items connected to at least some of the pillars.

A mounting bracket (50) comprises a non-planar structure shaped by bending one or more portions of a planar body, wherein the planar body comprises before it is formed into a planar body a two-dimensionally profiled load-path approximated lower-mass structure. The planar body may be a blank stamped from material sheet or a slice separated from a profiled material block. The two-dimensionally profiled planar body may be iteratively designed using load-path analysis taking account of functional regions and preserve regions. The bracket may be used as load support for wall and roof cladding installations that require a large number of support brackets.

A modular home connector includes a main portion, wherein the main portion is formed via a first side, a second side, and a third side, wherein the first side and the second side are opposite of one another and substantially parallel with one another, wherein one or more ends of the first side and second side include a first angle with respect to the third side and at a perimeter of the first side or second side, wherein the first and second side are met by the third side, wherein the top perimeter of a first main portion aligns with the bottom perimeter of a second main portion, and a connector portion, wherein the connector portion includes a corresponding second angle to adjoin against a top perimeter of each side of the main portion and configured to connect two or more main portions via the connector portion.

A structural steel member connecting assembly includes a first connecting member and a second connecting member. The first connecting member is pivotally connected to a positioning portion of a first structural steel member and therefore can be swung. The second connecting member is pivotally connected to the first connecting member such that the two connecting members are rotatable with respect to each other. The second connecting member has a fixing portion coupled with a second structural steel member such that the longitudinal directions of the two structural steel members intersect. With the second connecting member rotatable with respect to the first connecting member, the installation angles of the two structural steel members can be easily changed in order to make a stable engineering structure. The structural steel member connecting assembly features convenience of, and flexibility in, use and has extensive applications.

A frame using tubular columns and tubular rafters of generally rectangular cross section. Columns are arranged parallel, spaced apart, opposed pairs that are connected by bolted-on girts to form wall frames. Rafters are arranged parallel, spaced apart, opposed pairs that are connected by bolted-on purlins to form roof frames. Inwardly facing sides of columns and rafters have pluralities of castellated holes. Outwardly facing sides of columns and rafters have another plurality of castellated holes. All connections for braces and crane lifts are made in the inwardly facing sides of the columns and rafters. Joints have either a ridge plate or a haunch plates, each plate with two bolt holes that may be pivot holes and additional bolt holes for securing the plates. Base plates have two pairs of parallel vertical spaced-apart flanges, each pair fitting within and releasably attachable to a column. Pairs may be arranged parallel or perpendicular.

Embodiments of the present invention relate to a structural frame member which includes a brace member that is used to absorb energy when the structural frame is subjected to loadings such as seismic, wind and gravity loads. The brace member is coupled to a restraining member that increases the buckling capacity of the brace member so that the brace member has approximately the same load axial capacity in compression as in tension. Embodiments of the invention also relate to the design, construction and assembly of the connection of the brace member that couples the brace member to a gusset plate which is coupled to the beam and column in the structural frame.