Minimum span length of reinforced concrete simple flexural member and strength of reinforcing bar;

Calculation of carrying capacity of the normal section of a RC flexural member with round section;

Simplified method of reinforcing the grouted concrete flexural members;

Simplied calculation to the minimum reinforcement ratio of flexural members to be content crack;

Control of crack width in reinforced concrete flexural members;

Deflection of preflex prestressed concrete flexural members;

Experimental study on behavior of cold-formed steel flexural members with thickness less than 2mm

Evaluation of strengthening of bending member by early loading;

Thoughts on the partial revisions of bending member s overall stabilization in new steel code;

The right section strength calculation of bending member using “ratio method”;

Fatigue behavior of reinforced concrete beams strengthened wit hprestressed carbon fiber reinforced polymer plates

Discussion on the method for calculating crack width of partial prestressed concrete beams

Based on the experiment of eight steel-reinforced light-weight concrete beams and two steel-reinforced concrete beams,the opening and distribution of cracks are studied and a comparison with two different aggregates has been made to find out wider cracks for light-concrete beams with smaller variations.

Local critical buckling stress of the cross-section of member in bending with high-strength cold-formed steel;

The determination and application of theoretical point of cutting about reinforced concretes longitudinal tensile bar of member in bending;

Combined with practical work the construction method and calculation steps of carbon fiber sheet in reinforcement treatment of concrete member in bending are introduced.