Special-shaped steel reinforced concrete structure was used in main structure for Palms-holding Dagoba of Famen Temple in Shananxi.

In this paper,the behavior,design theory and computation model analysis of steel reinforced concrete structures were introduced.

Steel reinforced concrete structures are mainly applied in tall buildings of aseismic fortification district, during design reference period they need to resist not only load action of upper structure but also earthquake action, so safety and reliability of them must be sufficed.

Influence of the reinforcement corrosion to the shear capacity of the reinforced concrete members;

In fires,determination of the temperature field of reinforced concrete members is not only a basis for analyzing mechanical properties of the members at high temperature,but also a basis of constituting rehabilitation schemes of the structures after fires.

A new nonlinear analysis method is developed for torsion of reinforced concrete members based on fixed-angle softened truss model,which assumes the cracks to be oriented in the principal compression direction of the externally applied stresses.

Evaluation of reinforcement corrosion in reinforced concrete member by half-cell potential method;

Crack width calculation methods of reinforced concrete member based on ANSYS;

The mechanical property deterioration of reinforced concrete members due to steel corrosion is analyzed.

Analysis of bearing capacity of concrete filled steel tube member;