Based on hydraulic concrete structure design code, the paper compares the web reinforcement amount of two different calculation methods for shear capacity.

Reasonable form of water seal layout can effectively improve the distribution of the internal force of the bulb tubular power station,thereby can reduce the amount of reinforcements and save the investment of the project.

Based on experimental study of ten prestressed concrete beams with web reinforcement ,the methods of negative I-shaped beams were adopted to calculate the shear strength of members with web reinforcement subjected to biaxial loads under biaxial bending.

members with web reinforcement subjected to biaxial uniformly distributed loads was analyzed by drawing lessons from the non-dimensional interaction among bending,shear and torsion strength of R.

members,shear mechanism and shear behavior of reinforced concrete members with web reinforcement subjected to biaxial uniformly distributed loads were explored and four main factors affecting shear strength were analyzed .

The total amount of the reinforcing bar of the great eccentric pressed column is more than the little eccentric pressed member,but the incremental number is not clear.

This paper studies the experimental research on a series of carbon fiber reinforced plastic (CFRP) reinforced concrete beams without stirrups,analyzes the factors that affect the shear reinforce effects by using carbon fiber reinforced plastic and compares the effects on differing in the plaster mode.

In this paper the emphases are concentrated on the study of the shear mechanism and the effects of the reinforcement using carbon fiber reinforced plastic (CFRP) for beams without stirrups.