Systems and methods for fabrication and use of brace designs for braced frames
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.
1. A structural brace member comprising: a plate positioned lengthwise within a tubular element, wherein the plate extends beyond a first end of the tubular element and a second end of the tubular element, wherein no substantial material is disposed within the tubular element between the tubular element and the plate; an upper fin coupled to and extending orthogonally from a top surface of the plate; a lower fin coupled to and extending orthogonally from a bottom surface of the plate; a pair of top connecting plates, one of the top connecting plates coupled to the top surface of the plate at a first end of the plate, and one of the top connecting plates coupled to the top surface of the plate at a second end of the plate; and a pair of bottom connecting plates, one of the bottom connecting plates coupled to the bottom surface of the plate at the first end of the plate, and one of the bottom connecting plates coupled to the bottom surface of the plate at the second end of the plate, wherein at least one of the upper fin and the lower fin are coupled to an interior wall of the tubular element via a plug weld.
2. The structural brace member of claim 1 , wherein a height of the upper fin is the same as a height of the lower fin.
3. The structural brace member of claim 1 , wherein the plate comprises steel.
4. The structural brace member of claim 1 , wherein the plate is substantially parallel to a horizontal side of the tubular element, and at least one of the upper fin and the lower fin are substantially parallel to a vertical side of the tubular element.
5. The structural brace member of claim 1 , wherein a bolt hole extends through one of the top connecting plates, the plate, and the bottom connecting plate, and the top connecting plate, the plate, and the bottom connecting plate are coupled via a bolt positioned within the bolt hole.
6. The structural brace member of claim 1 , wherein the upper fin and the lower fin are coupled to the plate via welding.
7. The structural brace member of claim 1 , wherein a portion of each of the two top connecting plates is disposed within the tubular element.
8. The structural brace member of claim 1 , wherein the tubular element is steel.
9. A structural brace member comprising:
a plate positioned lengthwise within a tubular element, wherein the plate extends beyond a first end of the tubular element and a second end of the tubular element, wherein no substantial material is disposed within the tubular element between the tubular element and the plate;
a pair of upper fins coupled to and extending orthogonally from a top surface of the plate;
a pair of lower fins coupled to and extending orthogonally from a bottom surface of the plate;
a pair of top connecting plates, one of the top connecting plates coupled to the top surface of the plate at a first end of the plate, and one of the top connecting plates coupled to the top surface of the plate at a second end of the plate; and
a pair of bottom connecting plates, one of the bottom connecting plates coupled to the bottom surface of the plate at the first end of the plate, and one of the bottom connecting plates coupled to the bottom surface of the plate at the second end of the plate, wherein at least one of the upper fins and the lower fins are coupled to an interior wall of the tubular element via a plug weld.
10. The structural brace member of claim 9 , wherein a height of the pair of upper fins is the same as a height of the pair of lower fins.
11. The structural brace member of claim 9 , wherein the plate comprises steel.
12. The structural brace member of claim 9 , wherein the plate is substantially parallel to a horizontal side of the tubular element, and at least one of the upper fins and the lower fins are substantially parallel to a vertical side of the tubular element.
13. The structural brace member of claim 9 , wherein a bolt hole extends through one of the top connecting plates, the plate, and one of the bottom connecting plates, and the top connecting plate, the plate, and the bottom connecting plate are coupled via a bolt positioned within the bolt hole.
14. The structural brace member of claim 9 , wherein the upper fins and the lower fins are coupled to the plate via welding.
15. The structural brace member of claim 9 , wherein a portion of each of the two top connection plates is disposed within the tubular element.