Viscous Damper Sap 2000 V17 Crack
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4) Perform a nonlinear static analysis by using SAP2000 software to determine the displacements of the structure caused by a static overload as shown in Figure 39. The calculation results indicate that the displacements of ODBS are much less than other frame with and without viscous dampers, and the ODBS is not the weak link of the structure. The final result shows that the ODBS system has the advantage of stiffening the frame to resist seismic loads but can dissipate energy to prevent post-seismic damages.
It can be concluded that the viscous dampers can be placed all around the building, as the building is moving, the viscous dampers can change their damping capacities to maintain the natural frequencies of the structure in the designed frequency range.
If the mass of the building is increased with the same value of mT, the first natural frequencies are increased, but the damping capacity is reduced. Thus, we can conclude that the viscous damper has a great influence on the natural frequencies of the structure. However, viscous dampers offer greater benefits to the structure than to the building since the dampers are located at the ground level and do not require any connections between columns. Also, the dampers can eliminate the possibility of water seepage between the columns and the house.
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One of the drawbacks to this approach was that we needed to recompile every time we made even a small change to the code. This slowed everything else we were doing down and because we couldn't always have someone waiting for the application to finish building. 827ec27edc