By making experimental study on steel reinforced concrete columns through the tests of 2 group specimens, the authors analyzed the mechanical behavior and failure mode, and put forward a calculating formula for ultimated bearing capacity.

This paper discusses composite structure design of steel reinforced concrete and its computing method in the light of the optimization design of frame shear wall structure of super high rise building for Zhongguang Mansion in Lanzhou,and introduces steel reinforced concrete column,and the structural design of joints between steel reinforced concrete column and reinforced concrete beam.

According to the formula of the bearing capacity of steel reinforced concrete columns which are in design code.

Heat transfer models of a compartment fire have been established in this paper,a combination method of finite element and finite-difference was used to analyze the temperature distribution in steel reinforced concrete columns,and based on this procedure,a corresponding program was composed.

Carrying capacity of steel reinforced concrete columns with double circular steel tubes under axial loading was studied.

The SRC column, which is a new type of member, has been proposed to be applied to T-shaped column frames in this paper.

The force transferring mechanism is as follows: the shear forces and moments of the RC beams were firstly transferred to the ringbeam connections and then to the SRC columns.

,three T-shaped steel reinforced concrete short columns and one T-shaped common reinforced concrete short column under horizontal cycle loadings,we can conclude that the addition of steel in these columns will increase their ductility apparently.

The study on capability of circular steel tube composite short column filled in steel reinforced concrete under axial compression;