Fundamental Period of Buildings
If the distribution of mass and stiffness along the height of a building is known, the period of vibration can be determined . For design purposes, the fundamental period can be easily estimated using Rayleigh's Energy method
There
are several empirical formulae available for estimating periods of buildings.
Among them, a widely used one for moment resisting frames without bracings or
shear walls is
T = 0.1N sec ...(a)
Where N is the number of storeys. Another formula which
may be applied generally is
T = 0.09 H/SQRT D ...(b)
Where H is the height in metres and D is the dimension of the building in metres in a direction parallel to the applied seismic force.
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