本文研究考虑非线性徐变和收缩时钢筋混凝土梁长期挠度计算方法。
Calculating method for the long-term deflection of r. C. beams with cracking section, considering the nonlinear creep stress and shrinkage stress, is presented in the paper.
分析了影响钢筋混凝土轴心受压柱最大配筋率的几种因素，并用实例演示了考虑混凝土徐变后，该公式在结构设计中的应用。
In the case of the repeated loading, this paper deduces the formula of the maximum reinforcement ratio which can prevent the cracking of the axial compressive pillar from cracking when it is unloaded;
用有限元法进行钢筋混凝土结构徐变分析时，必须应用徐变应变增量方程。
Stochastic finite element method for random thermal creep stress in massive concrete structures is presented.
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