Vibration of a two-dimensional bar slowly, according to the study in this paper by developing
meshfree. How domain boundary integral equations Material Properties of functions slow
beam is assumed to vary continuously in the long term or transvers direction following
the exponential function. Boundary integral equations are derived using the domain. elastostatic
solution based on the two-dimensional theory of elasticity. One way Radial (RIM) is
used to change the integral domain into the boundary integration project meshfree be achieved
through assuming displacement and acceleration of the integration domain by a combination of the
functions of the base radius and has had several names over time. Based on the coefficient Wilson -θ, Houbolt as well as two
types of algorithms depressed Newmark will be used to achieve integration time. Vibration force
of the beam slowly duties under the load harmonic and transient loads are
examined in detail. For example, figures show that four times the pattern
is fine, everything is good to develop meshfree domain boundary integral equations method for analyzing
the vibration of the structure, forcing homogeneous. FG for structural analysis, it was shown that the
algorithm of Newmark damp can achieve a more stable and accurate.
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