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 .

Clinical study on abdominal intrafascial hysterectomy;

Methods Abdominal introfacial SEMM hysterectomy was carried out in one hundred fifty women who suffered from various kinds of benign gyneeologic dieases from August 1997 to October 2003.

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.

Experimental study on shear failure modes for ultrahigh strength concrete RC beams without stirrups;