Lateral buckling elastic solution of steel-concrete composite beams acted onIts ends with an equal constant bending moment;

Development and Research Work of the Steel-Concrete Composite Beams Deformation;

Optimization design of cross-section of steel-concrete composite beams;

Experimental study on the fire-resistance of steel-concrete composite beams;

Elastic deflection analysis of steel-concrete composite beam based on partial-interaction theory;

Approximate method for analysis of interface slip and its effect on steel-concrete composite beams under uniform distribution loads;

In this paper,the crack width of continuous steel-concrete composite beams in the negative bending area is researched by the way of theoretical and experimental analysis.

According to the basic theory of two-dimensional unstable temperature field,considerig the third condition to solve the differential equation of heat conduction as temperature load,the sunshine-induced time-varying temperature distribution on the cross section of a real bridge s steel-concrete composite beam was simulated using ANSYS.

The article introduces the structural design of steel-concrete composite beam of the main bridge of Zengbu Bridge in Gunagzhou City,calculates the structure of the main bridge,discusses the construction scheme of the main bridge and the foundation treatment of old bridge sunk well, and focuses on the analysis of the structural design and construction points and difficulties of the main bridge.

Experimental study and rigidity analysis on composite steel-concrete beams with openings in concrete flange;

Based on the analysis and discussion on the flexural strength of cross section in composite steel-concrete beams,the effect of slip on the elastic flexural strength is evident.

A method was developed to calculate the deflection of the composite steel-concrete beams subjected to fatigue loads based on the residual slip differential equation at the interface between the steel and concrete for improved design of composite beams.

Torsional experiment and analysis on composite steel-concrete beams;

Ductility of composite steel-concrete beams under repeative and cyclic loading;

Complete history analysis on torsional performance of composite steel-concrete beams;