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As dimension of building parallel to wind direction increases, the mean along-wind displacements of the building reduces due to increase in the lateral stiffness of building along the direction of wind and reduction in frontal area of the building.
As the side ratio of building increases, the displacement of building along the X-axis decreases at 0° wind incidence angle due to the reduction of frontal area and increase in stiffness of building along the direction of forces.
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Open image in new window Fig. 18 Variation of shear lag with varying angle of bracing system for buildings of model 4 Open image in new window Fig. 19 Top lateral deflection versus varying angle of bracing system for buildings of model 4. It can also be observed in the graphs of Fig. 19, that after bracing angle 63.43°, variation in stiffness of buildings follows the haphazard path.
The active variable stiffness (AVS) systems may be effective for response control of building structures subjected to earthquake excitations.
In this paper replacement beams of building structures are developed, and the stiffnesses of the replacement beams are derived.
This is due to the fact that passive stiffness dampers in the building may increase the stiffness of the building to great extent and hence accelerations are higher.
The stiffness matrix method is the customary method utilized in computer programs for the solution of building structures.
Also study the shear lag with the changing pattern of bracing systems and to correlate it with the overall stiffness of the building and hence to conclude about the overall performance of the buildings.
It is thus possible to control the movement of a mass damper or adjust the stiffness of a building's structure using relatively little power.
In this paper, shear lag effect is being studied and is correlated with stiffness of the building.
The system primarily controls the stiffness of a building to establish a non-resonant condition during earthquakes.
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