ANSYS analysis of structure transform node of Hongzhou pagoda;

Aseismic behaviors of transferring joints for steel reinforced concrete beam;

The comparison between nonlinear FEA and experiment of an RC inclined-column transferring joint;

A nonlinear finite element analysis using ANSYS is applied to the vertical mechanical behaviors of three specimens of reinforced concrete transferring joints with inclined columns, which are used in high-rise buildings.

According to test results of three specimens of transfer joint of T-shaped RC wall under vertical static loads and results of corresponding nonlinear finite element analysis (ANSYS), fundamental behaviors of the joint are achieved, which include path of vertical load transfer, stress distributions, occurrence and development of cracks and final failure mode of the joint.

In special-shaped column-rectangle column transfer joint,when the cross section of the special-shaped column surpasses that of the rectangle at the bottom,some part of the cross section of the special-shaped column will stay on the frame beam,which directly affect the design of the frame.