The test study of the shear strength of the interface sticked between steel and fiber reinforced plastic in composite guide;

The shear strength for partially prestressed concrete with unbonded tendons under fatigue loading;

To increase the shear strength on lift joints of the high roller compacted concrete dam(RCCD),a kind of construction method is brought forward.

Furthermore,this plan is testified to meet the request of bending and shearing.

Study was carried out of the shearing load-bearing capacity of simply supported reinforced concrete beams strengthened with externally bonded aramid fiber reinforced plastic(AFRP) sheets.

Various parameters and relation between cap height and the reinforcement are oftained from calculation and analysis of cap punching resistance, shearing and bending resistance with 3-9 piles under the cap.

Application of steel tube shear pile in right foreshore slope rehabilitation at Dongfeng dam;

Experimental study on shear strengthening of RC beams with GFRP sheets;

Analysis of the influence factors and experiment results on RC beams strengthed with FRP in shear;

Improving the design method on diaposting the bent-up bars for inclined-section s shear resistance;

The experimental study on the shear resistance performance for 58 concrete filled steel tube specimens was made in the lab of China Academy of Building Research.

In this paper, by considering the mechanics of materials and the design theory of the steel concrete structure, a revised design theory of bending resistance and shear resistance for the concrete structure reinforced with GFRP was proposed, with the assumption that the concrete was firstly damaged and a modification factor was introduced.

Back-analysis of indexes of shearing strength of slip zone with multi-sections;

Study of shearing strength of R.C. continuous beams;

Study of shearing strength of P.C. continuous beams;