Effects of welding residual stresses on the stability capacity of the monosymmetric I-beams;

Tangent modulus theory was introduced to determine the stability capacity of this new type of composite columns subjected to axial load.

The strength,stiffness and stability capacity of the crane girder system under crane loading are analyzed.

Experimental study on stability bearing capacity of purlin under wind suction in the hangar of TAECO;

By using ANSYS finite element analysis method, this paper sets up the thin-walled curved beam unit, and compares the stability bearing capacity of two forms of curved beam with different central angles.

In addition,the simplified formula for the stability bearing capacity of slender CFST columns is deduced.

With the principle of the minimum potential energy, an analytical solution for the lateral criticalbuckling load of tied-arch bridges is studied.

To increase the buckling load, construction measure or control theory is used for confining the buckling of structures in this paper based on traditional buckling analysis.

The results show initial stress reduces stability and bearing capacity of concrete-filled steel tubular arch bridge;the influence of initial is not equal to different load conditions.

The results show initial stress reduces stability and bearing capacity of concrete-filled st.