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ArticulationThe values that appear in these columns as soon as an insertion point is chosen are calculated based on the 3D geometry of the model. These values can be changed or kept as default. The calculations for these values can be displayed if the section related to ‘Elastomeric Bearing Stiffness’ under the category ‘Reports’ is defined. Insertion Point: Used for specifying the bearing location and can be selected by using the three dots and the options ‘Pick...’ and ‘Select...’. Tx[Fixed/Free/Stiffness]:When the bearing rotation is 0 degrees, Tx represents the stiffness in the longitudinal direction. It is typical for a continuous girder to have at least one fixed bearing (or to use a real stiffness value) in the Tx direction. Ty[Fixed/Free/Stiffness]: Ty represents the stiffness in the transverse direction when the bearing rotation is 0 degrees. Tz[Fixed/Free/Stiffness]: Tz represents the stiffness in the vertical direction. It is common to use a high stiffness value, such as 1000 kip/in, or to fix the bearing.
Ry[Fixed/Free/Stiffness]: Typically, bearings are free to rotate in the Ry direction. Rz[Fixed/Free/Stiffness]: Typically, bearings are free to rotate in the Rz direction. Bearing Rotation: Curved decks can be guided either radially from a fixed point or tangentially to the radius of curvature. When the deck is guided radially, precise geometry is crucial for the bearings that are farthest from the fixed point. For structures with a constant curvature, it is recommended to align the bearings tangentially to effectively guide the deck around the curve as it expands and contracts. Transfer Forces to Substructure [Yes/No]: If the user chooses to connect the superstructure to the substructure, a two-node spring is required between the pier cap and the girder, which can be generated by selecting “YES”. Conversely, if there is no substructure or if the abutments are being considered (currently, abutments in OpenBrIM have the "Generate FEM" option set to “NO”), the correct setting for the "Transfer Forces to Substructure" parameter is“NO” and one node springs are needed. Elastomeric PadThe Elastomeric Padof the bearing can also be further modeled by defining the parameters below: Geometry Type[Rectangular/Circle]: Bearing pad dimension perpendicular to bridge spanPad Dimension Perpendicular to Bridge Span: Bearing pad dimension parallel to bridge spanPad Dimension Parallel to Bridge Span: Bearing pad diameterPad Diameter: Number of internal elastomer layersInternal Elastomer Layers: Thickness of internal elastomer layerInternal Elastomer Layer: Thickness of iexterior elastomer layerExterior Elastomer Layer: Steel plate thicknessPlate Thickness: Side cover Cover of padPad: Elastomer Shear Modulus 'G': Elastomer Bulk Modulus 'K': ‘Kc’ Compression Stiffness (readonly): ‘Ks’ Shear Stiffness (readonly): Plate Inputs-VisualPlate of the bearing can also be further modeled by defining the parameters below: Top plate thicknessPlate Thickness: Top plate lengthPlate Length: Top plate widthPlate Width: Base plate thicknessPlate Thickness: Base plate lengthPlate Length: Base plate widthPlate Width: Top bolt hole diameterBolt Hole Diameter: Top bolt hole diameterBolt Hole Diameter: Top bolt edge distanceBolt Edge Distance: Anchor bolt hole diameterBolt Hole Diameter: Anchor bolt edge distanceBolt Edge Distance: Show Bolt Hole (Detailing) [YES/NO]: Number of Segments Used to Draw the Bolt Hole: |
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