Stability of statically indeterminate slender elastic bar subjected to temperature load;

Influence of temperature load on railway bridge erecting machine s strength;

By using finite element method,this paper analyszes the influence of module,Poisson s ratio and thermal expansion coefficient for the grain structure integrity under temperature load,contrasts the grain strain change current along with material parameters variety when temperature descends,and finds out some useful rules.

Based on Koiter s upper bound shakedown theorem, the cynulation of plastic deformation in cylindrical thin shells subjected to cyclically moving thermal load and stationary mechanical loads is analyticaly discussed.

Nonlinear bending and stability of beams subjected to mechanical and thermal loads;

Stress and deformation analysis of orbiting scroll in scroll compressor under the gas loading and thermal loading;

In this thesis, nonlinear static responses of laminated composite beams, subjected to uniform distributed thermal loadings, are studied.

In this thesis, geometrically nonlinear static responses of a functionally graded Timoshenko beam and a shallow conical shell, subjected to thermal loadings, are studied.

Large deflection of structure composed of thin annular plate and shallow conical shell subjected to lateral and temperature loads;

Improvement of method for computing temperature loads on arch dams;

The effect of temperature loads may be greater than that of water loads.

This paper analyzes the reasons of the large-volume concrete cracks on bridge caused by temperature load,and puts forward some countermeasures for controlling and preventing the large-volume concrete cracks.

With impact from constant load, temperature load and dynamic load, the curved continuous steel box girder may cause problems such as the inner side bearing disjointed, the girder moving to the outer side and turning over, so it is difficult to design such bridges.

Yearly temperature load variations are improved based on theoretical analysis of outside air temperature imposing the concrete inside temperature and the measured value of temperature instrument in dam.