Viscous damper arranging method based on generalized shear speed
A viscous damper, shear rate technology, applied in instruments, special data processing applications, electrical digital data processing, etc., to save computing time, meet development needs, and improve design efficiency.
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Embodiment 1
[0033] Such as figure 1 As shown, a viscous damper layout method based on generalized shear velocity, the method includes the following steps:
[0034] (1) Cells suitable for arranging viscous dampers in the screening structure;
[0035] (2) Analyze the structure by nonlinear time-history method, and calculate the velocity of any two nodes in the grid screened out in step (1), including the horizontal velocity and vertical velocity at each step;
[0036] (3) Calculate the generalized shear velocity at each step of the grid according to the following formula:
[0037] α = Δ U . L - Δ V . H
[0038] In the formula, is the horizontal velocity difference between nodes A and B in the cell, is the vertical velocity difference between nodes A and...
Embodiment 2
[0052] This embodiment adopts a 284-meter super high-rise building with a standard floor height of 4.2m, a total of 68 floors above the ground, and a structural system of steel concrete frame-core tube system.
[0053] The seismic fortification intensity is 7 degrees, the design earthquake group is the second group, and the construction site category is III. Four ring-belt trusses are set up in the structure, which is one of the main anti-lateral force systems. The dynamic elastic-plastic time-history method is used to analyze the structure. The dynamic time-history wave adopts a certain natural wave suitable for the site category of this model, adopts X one-way input, the maximum value of the acceleration time history is set to 220gal, the step size is 0.02s, and the duration is set to for 8s.
[0054] Considering that the arrangement of viscous dampers will usually have an impact on architectural requirements and use functions, the cells selected for this case study are the c...
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