Based on the experimental study on bond behavior of steel reinforced concrete, the relationship between bond stress and slip is analysed.

Through test study on 4 steel reinforced concrete (SRC) and 1 reinforced concrete (RC) low shear walls, the failure characteristics and aseismic behaviors of the low shear walls are discussed.

In the past two decades steel reinforced concrete structure was developed very fast in China, they are more and more widely used in buildings and bridges.

Experimental research on seismic capability of steel reinforced concrete low shear wall with opening;

The ultimate bearing capacity of a section of eccentrically compressed member made of steel reinforced concrete (RSC) is solved by avoiding to judge the degree of eccentricity of a section of eccentrically compressed member made of common concrete.

By applying bending momentcurvature method, an analysis is given to the effect of different steel disposition on the ductility of steel reinforced concrete flexural member.

Unadhesive prestressed converted deep beam of composite steel concrete column, is a new style structure which used in high building.

This paper introduces some peculiarities in the structural design and cost analysis of municipal Building of Administrative Center: disadvantages according to a great deal of field backfill should be considered in the foundation design, the definition of calculation model of large craft and three towers,steel composite component can be used when the size of structural member is limited ,and so on.