The strength analysis of the composite beam of super large forging press machine;

A nonlinear FEA method of calculation for composite beam bridge;

Experimental investigation on fire-resistant behavior of restrained composite beams;

Modified transformed-section method of deflection calculation of steel-concrete composite beams;

Numerical analysis of prestressed steel composite beams with high-strength concrete;

Nonlinear finite element analysis on steel and concrete composite beams under slippage effect;

The lifting,transportation and erection of the 105-m span steel and concrete composite girders of Contract B4,the Changjiang River Bridge Works of Chongming Crossing in Shanghai were all undertaken by the 3 000-t capacity "Tianyi" purpose-built girder transportation and erection lifting vessel.

The interface slip will occur unavoidably in the steel-concrete composite girder with prestressed FRP sheets if the girder is under the external load,and the internal force of prestressed FRP sheets will gradually increase with the external load to redistribute the internal force of the girder so as to affect the bearing capacity and deformation of the girder.

This paper mainly introduces the general design and structural design of Guanhe bridge,which is the widest cable stayed bridge with composite girder in China so far,and its main technical characteristics are summarized,research and test meeting requirements of design and construction are also introduced.

The static analysis on the cable-concrete combined beam based on ANSYS;

Instruction of boxed steel-concrete combined beam;

This paper described the practice of using combined beam theory and suspensory theory,such as roof bolt,net,steel rope,and shotcrete being used together to strenthen roof control.

Pushover analysis of seismic behavior of steel-concrete composite beam and concrete-filled rectangular tube frame structure;

In the design of steel-concrete composite beams,shear lageffects considered,the effect flange width concept is used to analyze the defections and stresses of beams.

And the reasonably simplified formula with practicability which can be used to design external prestressed steel-concrete composite beam is provided through testing.

Distinct element method,physical stimulation and theoretical analysis make clear that the bolted stratified rock roof of roadway forms combined voussoir beams.

The distinct element method,physical simulation and theoretical analysis have made it clear that the bolted stratified rock roof forms combined voussoir beams.