sum component
2.The formula for lower limit of natural frequency of tapered pier of continuous beam bridge were derived by the combination of Rayleigh and Southwell method. The natural frequency of tapered pier was composed of the sum of frequency of each subsystem consisted in inertia component and deformable component. Then finite element analysis was used to establish models to verify the approach.
4.It is found that, tinder certain conditions, the first or the second perpendicular phase component of the multi-mode functional superposition stale ligh field can present any generalized nonlinear equal-power higher-power sum-squeezing effect which changes periodically.

