Experimental study on the cast steel joint with extraordinary shape of mega diagonal brace in Nanjing Jin'ao Tower

Experimental study on the structural behavior of cast-steel joint of the Laoshan Velodrome for the Beijing Olympics;

Study some aspects in designing of cast-steel joints;

The local max Mises stress calculation and analysis of cast-steel joint;

Bearing capacity of the special-shape cast steel joint for Shanghai South Railway Station;

Experimental study on cast steel joint of large span steel truss of Jiangbei International Airport in Chongqing;

Reliability Analysis about Cast Steel Joint of Chongqing Jiangbei Airport and Implementation of Response Surface Method;

Experimental study on use function of large complicated cast steel node;

we use the FEM software to set up a mode, in order to analysis the main and secondary truss of the new airport building, and also simulate the stress condition of the cast steel nodes, which working with defects, in the paper.

Using finite element analysis software ANSYS,it is analyzed the preliminary design scheme of the opening cast steel node for long-span steel canopy without platform pillar of Xuzhou Railway Station.

Because of the merits, the cast steel joints are being used more wildly in thestructure of the buildings.

In order to suit the quick development of cast steel joints, the systematic researchis carried out in this paper.