The invention discloses an
analysis method for torsion resistance
moment of inertia of a beam element of an architectural structure. The
analysis method includes scattering sections into
solid units, shell units or rod units according to types of building materials; and computing deformation parameters of finite element modules which are formed by means of scattering the sections and consist of the
solid units or the shell units in a finite element manner, determining torsion resistance
moment of inertia by the aid of the deformation parameters, and using the torsion resistance
moment of inertia as the torsion resistance moment of
inertia of the beam element with the scattered sections. The
analysis method includes steps of determining a section corner theta' under the effect of torsion by the aid of the
solid (shell) units which are formed after the sections are further scattered, accordingly determining the torsion resistance of moment of
inertia and using the torsion resistance of moment of
inertia as the torsion resistance moment of inertia of the beam element. Compared with the prior art, the analysis method adopts the scheme that the torsion resistance moment of inertia is computed by means of integration of a formula or a section, mechanical concepts of the analysis method are clear, practicality is high, effects of transverse partition boards and the like in a beam canbe taken into consideration, computation results are accurate, and more accurate data references can be provided for consequent mechanical analysis.