The measured strain of concrete includes the elastic strain,creep strain and also the non-stress strain like the concrete free deformation and temperature strain.

To study the creep effect on steel reinforced concrete beam,a mathematic model of creep function was developed,then some analytic models based on visco-elasticity theory were given to the computation procedure of creep effect,such as the bearing capacity,strain variation,deformation and interface slip.

During the beam-preserving time,creep effect increases the deformation, which may exceed the code limits.

hermal creep stresses in mass concrete structures are influenced by many random factors including the random temperature in the concrete.

Stochastic finite element method for random the rmal creep stress inmassive concrete structures is presented.

In creep stress analysis of concrete structures during construction period , the necessity to as-semble and decompose a large stiffness matrix for each time increment makes the computation verylengthy.

In this paper,several types of expressions of the creep strain increment equation are discussed with the aid of mean value theorem of integral, and mistakes of these equations in contemporary published literature are indicated and the correct equation is worked out.

Shrinkage and creep of high-strength lightweight aggregate concrete;

The sidewall fracture of the shaft and the creep of concrete;

Long-period contraction creep forecast of concrete based on short-period test;