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نمایش تعداد 1-2 از 2
Buckling analysis of semi-rigid gabled frames
سال: 2015
خلاصه:
It is intended to perform buckling analysis of steel gabled frames with tapered members and
flexible connections. The method is based on the exact solutions of the governing differential equations for
stability of a gabled frame with I...
Explicit stiffness of tapered and monosymmertic i beam-columns
سال: 2000
خلاصه:
A formulation for finite element analysis of tapered and monosymmetric I shaped beam-columns is presented. This is a general way to analyze these types of complex elements. Based upon the formulation, member stiffness ...