Based on the stress-strain model of FRP-Confined concrete,an integral method is applied to calculate the complete load-deformation curve for FRP Confined beams.

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

Study of effects of longitudinal to shear bearing capacity of high-strength concrete beam-column via finite-element analysis and experiments;

Design of tapered Ⅰ-section arc-shaped beam-column with holes in web;

Second-order vibration analysis of beam-columns;

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”;