预应变

A nonlinear finite element model is constructed, considering the large deformation, large strain, bolts pretension, bolt contact-slide, as well as material harden and soften, and Miese yield criterions and double nonlinear 3-D element are adopted, so it can predict performance of beam-to-column web connections under cyclic loads.

本文考虑大变形、大应变、螺栓预拉力及螺栓处的接触滑移、材料的强化和软化，采用Mises屈服准则、双重非线性空间单元，建立的非线性有限元模型能够比较精确地模拟梁柱腹板连接在循环荷载作用下的受力性能。

According to the results of experiments, the mechanism was deducted: the pre-gelatinization starch molecular limited the spread of the other starch molecular and decreased the amount of hydrogenous bond, which lowed the strength of rice noodle. However, the curly starch molecular was propitious to improve the maximum strain.

根据实验结果，推断其机理为：预糊化的淀粉分子限制了其它淀粉分子在糊化过程中的伸展，减小了老化时淀粉形成氢键的数量，从而降低了切粉的强度；卷曲的淀粉分子有助于提高切粉的最大应变。

That's culture, says Colm Kelleher of Morgan Stanley.

因此你需要一些对不可预知事项应变的能力，那就是文化。

Considering no construction analysis oriented software for long-span space structures exists in the domestic engineering software market in China, a constructionmodule is developed upon the platform of MSTCAD, a famous domestic software for space grid structures design. This will not only enhance the software functions, but also meets the growing domestic demand for construction analysis software.

最后，针对目前国内大跨度空间结构施工分析软件缺乏的现状，在MSTCAD软件平台上增加施工功能的吊装模块，在模块中实现吊装的目标函数满意度选择起吊高度功能和最小应变能法选择吊点布局的功能，并且通过各类吊装参数的预输入给予用户方便快捷的选择，使得MSTCAD软件逐步完善成为国内领先的设计及施工分析软件。

Based on Tseng-Lytton evaluation model for permanent deformation, and evaluation model for permanent deformation of clayed subgrade soils is established by improving and calibrating Tseng-Lytton model.

利用室内重复荷载三轴试验，研究了在含水量、压实度和偏应力影响下粘性路基土的永久变形特性，并以Tseng-Lytton路基土永久变形预估模型形式为基础，对Tseng-Lytton模型进行了改进和标定，建立了粘性路基土的永久变形预估模型；最后利用分层应变总和法，并结合一个典型粒料柔性基层沥青路面结构实例，计算了路基土的永久变形量。

Based on the mechanics peculiarity of preflexed beam, a whole process analytical method of time dependent factors include concrete creep, shrinkage and steel relaxation based on strain theory is proposed in this paper.

本文根据预弯组合梁的受力特点，建立了以应变理论为基础的综合考虑混凝土收缩、变以及钢梁的松弛等时效因素的全过程时效分析方法。

The split between the two groups can hardly be papered over.

这两个团体间的分歧难以掩饰。

This approach not only encourages a greater number of responses, but minimizes the likelihood of stale groupthink.

这种做法不仅鼓励了更多的反应，而且减少跟风的可能性。