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Last edited 04 May 2018
Braced frame structures
A braced frame is a structural system commonly used in structures subject to lateral loads such as wind and seismic pressure. The members in a braced frame are generally made of structural steel, which can work effectively both in tension and compression.
The beams and columns that form the frame carry vertical loads, and the bracing system carries the lateral loads. The positioning of braces, however, can be problematic as they can interfere with the design of the façade and the position of openings. Buildings adopting high-tech or post-modernist styles have responded to this by expressing bracing as an internal or external design feature.
 Bracing systems
The resistance to horizontal forces is provided by two bracing systems:
 Vertical bracing
Bracing between column lines (in vertical planes) provides load paths for the transference of horizontal forces to ground level. Framed buildings required at least three planes of vertical bracing to brace both directions in plan and to resist torsion about a vertical axis.
 Horizontal bracing
The bracing at each floor (in horizontal planes) provides load paths for the transference of horizontal forces to the planes of vertical bracing. Horizontal bracing is needed at each floor level, however, the floor system itself may provide sufficient resistance. Roofs may require bracing.
 Types of bracing
 Single diagonals
Trussing, or triangulation, is formed by inserting diagonal structural members into rectangular areas of a structural frame, helping to stabilise the frame. If a single brace is used, it must be sufficiently resistant to tension and compression.
Cross-bracing (or X-bracing) uses two diagonal members crossing each other. These only need to be resistant to tension, one brace acting to resist sideways forces at a time depending on the direction of loading. As a result, steel cables can also be used for cross-bracing.
Braces connect to the columns at mid-height. This frame has more flexibility for the provision of openings and results in the least bending in floor beams. K-bracing is generally discouraged in seismic regions because of the potential for column failure if the compression brace buckles.
This involves two diagonal members extending from the top two corners of a horizontal member and meeting at a centre point at the lower horizontal member, in the shape of a V. Inverted V-bracing (also known as chevron bracing) involves the two members meeting at a centre point on the upper horizontal member.
Both mean that the buckling capacity of the compression brace is likely to be significantly less than the tension yield capacity of the tension brace. This can mean that when the braces reach their resistance capacity, the load must instead be resisted in the bending of the horizontal member.
 Eccentric bracing
This is commonly used in seismic regions. It is similar to V-bracing but instead of the bracing members meeting at a centre point there is space between them at the top connection. Bracing members connect to separate points on the horizontal beams. This is so that the 'link' between the bracing members absorbs energy from seismic activity through plastic deformation. Eccentric single diagonals can also be used to brace a frame.
 Related articles on Designing Buildings Wiki
- Adaptive structures.
- Biaxial bending.
- Bridge construction.
- Concept structural design of buildings.
- Concrete-steel composite structures.
- Concrete frame.
- Concrete vs. steel.
- Lateral loads.
- Limit state design.
- Long span roof.
- Major cast metal components.
- Portal frame.
- Shear wall.
- Skeleton frame.
- Steel frame.
- Structural engineer.
- Structural steelwork.
- Tension cable and rod connectors.
- The development of structural membranes.
- Tube structural system.
- Types of column.
- Types of frame.
- Types of structural load.
 External references
- The Constructor - Braced frames
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