屈服的

We believe, since this holy congregation is an assembly of those who are saved, and out of it there is no salvation, that no person of whatsoever state or condition he may be, ought to withdraw himself to live in a separate state from it; but that all men are in duty bound to join and unite themselves with it; maintaining the unity of the Church; submitting themselves to the doctrine and discipline thereof; bowing their necks under the yoke of Jesus Christ; and as mutual members of the same body, serving to the edification of the brethren, according to the talents God has given them.

我们相信，因为这神圣的聚集，是一个集会的人士都会被保存下来，并出於它是没有救赎，没有任何人的意思状态或条件，他可能，应撤回自己能够生活在一个单独的国家，从它；但所有男人都责无旁贷的加入，并且团结起来同它；维护统一教会；递交自己的原则和纪律；屈服於他们的脖子上的枷锁下耶稣基督，并且随著彼此的成员，同时身体服务，以启迪的弟兄们，根据人才上帝给了他们。

ABSTRACT In order to study the thermally activated characteristics of plastic deformation and the effect of alloying element on the thermal activation of structural steels, the properties of plastic deformation for 20g and 13Ni3CrMoV steels have been examined in the temperature of 77—473K and strain rate of 〓. The experimental phenomena show that the effective stress of plastic deformation decreases with the increase of alloying elements content (namely solute solution softening) and the frequency factor deceases with the increase of effective stress.

本文以13Ni3CrMoV钢焊接结构的动态断裂破坏为背景，通过系统测试20g和13Ni3CrMoV钢的动态屈服特性，分析比较了结构钢的形变热激活特点，从频率因子〓随有效应力σ〓增大而下降和合金固溶软化的实验现象出发，在位错以弯折方式克服晶格Peierls位垒的基础上，提出了溶质原子与螺型位错热激活弯折相互作用的物理模型和σ〓-T分段线性关系的形变热激活理论假设，并借助计算机数值模拟，分析探讨了合金固溶软化的微观机制。

The error of the elongation is 2.3%, by the multi-dimension linear regression model, the relative error are from ? 5% to ? 15% respectively. Comparing the results, it can be found that the neural network overmatches the multi-dimension linear regression. So that, the model can be used in the production of the marine propeller aluminum bronze.

计算结果表明，三项输出的预测值与实测数据接近，抗拉强度和屈服强度的相对误差在±1％的范围以内，延伸率的最大绝对误差为2.3％，明显优于多元线性回归模型±5％—±15％的误差，能较好地满足工程应用的要求，对高强度船用螺旋桨铝青铜的生产具有一定的指导意义。

Tibet, where every breeze is freighted with the voiceless supplication of flapping prayer flags, where streams and rivers turn the mills of prayer, where prayer wheels spin by pilgrim effort, and where the matter of an endless petition punctuates all of human activity -- Tibet, the citadel of evil and the land of false prayer, will only yield as we -- missionaries and readers of this urgent cry -- learn truly to pray.

西藏，在这里，每一阵微风都在扳动着无声抖动着的信徒的经幡的哀怨，小溪与河流转动着信徒的磨坊，转经筒在信徒手中转动，无尽的请愿加注着一切人类的活动--西藏，邪恶的堡垒和信仰错误的信徒，只有当我们，传教士和这个文章的读者，让他们学会如何正确祈祷时才会屈服。

Although all the codes note that the angel range between strut and tie has significant influence on the designing and checking result, and corresponding specifications of angle between strut and tie have been made, yet none of the specifications relate such factors as the ratio of web reinforcement, stirrup yield strength and the compress strength of concrete, etc.

虽然各规范都认识到拉、压杆之间的夹角取值对设计和验算结果的影响，并对此做了相应的规定，但都没有明确地将腹板的配筋率，腹板钢筋的屈服强度和混凝土的极限抗压强度等因素联系起来，因此有必要对此做进一步深入的研究。

To places like this come all that is knavishand all that is foolish and all that is base; gamesters, pick-pockets, and harlots; young wife-hunters in search of rich and ugly and old women, and young husband-hunters insearch of rich and wrinkled or half-rotten men, the former resolutely bent, be the means what they may, to give the latter heirs to their lands and tenements.

年轻的想找老婆的寻找着富有而又丑陋的老女人；年轻的想找老公的群找着富有一把年纪的老男人。这些寻求者都毅然决然屈服于被追求者好让被追求者有了继承他们财产的接班人。这些都是写臭名昭著的事情。

Nigeria's election was the shoddiest since the country's return to civilian rule in 1999; Kenya, east Africa's hub, succumbed to ethnic mayhem after a disputed poll; and South Africa, easily the sub-Saharan continent's leading power in every way, producing one-third of its entire GDP, has entered an ugly phase of politics, authoritarian if not yet undemocratic, just when it should be setting an example of tolerant pluralism to the rest of Africa.

刚结束的尼日利亚大选是该国1999年回归文官统治以来最差的；东非港口国家肯尼亚在有争议的选举以后，已经屈服于种族混乱；南非在各个方面都无疑成为撒南非洲国家的领军人物，贡献了1/3的GDP；但是政治上却进入了一个非常丑陋的层面——在需要他为非洲其他地区树立包容典范的时候他却进入了独裁阶段，如果说还没有达到不民主的话。

Such parameters as the percentage of ordinary reinforcment, amounts and configuration of unbonded prestressed tendons, the ratio of span to depth and the loading patterns were considered. Based on the results, the fomula for the eqivalent length of deformation zone on the beams at ultimate were developed. A simple formula was developed for the ultimate mid-span deflection of concrete beams with concept of equivalent length of deformation zone, and the deformation of beam before internal reinforcement yielding was predicted by the traditional formula for the deformation of partically prestressed concrete beam. Then an analytical model was deduced for analyzing the ultimate stress increment in those concrete beams prestressed with external or internal unbonded tendons based on the mid-span deflection.(4) Testes were carried out on a thin-walled concrete box beam presressed with external CFRP tendons to study its short-term performances under uniform load, long-term behaviors under uniform load, and full-time performance under four-point load in turn.

3以体内非预应力钢筋配筋率、体外预应力筋配筋率、体外预应力筋布置形式、预应力度、跨高比、荷载形式等为参数，用非线性分析程序对体预应力筋混凝土梁进行了参数分析，依据分析结果提出了以综合配筋指标和预应力度为参数的等效变形区长度的计算公式，进而提出了基于等效变形区长度的极限挠度计算公式；体内非预应力钢筋屈服前的挠度计算采用常用的部分预应力混凝土梁挠度计算公式；依据试验和非线性数值计算结果，将不同转向块布置形式的体外预应力混凝土梁简化为跨中一个转向块的体外预应力混凝土梁，推导了基于跨中挠度的体外预应力筋应力增量的简化计算公式。

Such parameters as the percentage of ordinary reinforcment, amounts and configuration of unbonded prestressed tendons, the ratio of span to depth and the loading patterns were considered. Based on the results, the fomula for the eqivalent length of deformation zone on the beams at ultimate were developed. A simple formula was developed for the ultimate mid-span deflection of concrete beams with concept of equivalent length of deformation zone, and the deformation of beam before internal reinforcement yielding was predicted by the traditional formula for the deformation of partically prestressed concrete beam. Then an analytical model was deduced for analyzing the ultimate stress increment in those concrete beams prestressed with external or internal unbonded tendons based on the mid-span deflection.(4) Testes were carried out on a thin-walled concrete box beam presressed with external CFRP tendons to study its short-term performances under uniform load, long-term behaviors under uniform load, and full-time performance under four-point load in turn.

3以体内非预应力钢筋配筋率、体外预应力筋配筋率、体外预应力筋布置形式、预应力度、跨高比、荷载形式等为参数，用非线性分析程序对体预应力筋混凝土梁进行了参数分析，依据分析结果提出了以综合配筋指标和预应力度为参数的等活动房效变形区长度的计算公式，进而提出了基于等效变形区长度的极限挠度计算公式；体内非预应力钢筋屈服前的挠度计算采用常用的部分预应力混凝土梁挠度计算公式；依据试验和非线性数值计算结果，将不同转向块布置形式的体外预应力混凝土梁简化为跨中一个转向块的体外预应力混凝土梁，推导了基于跨中挠度的体外预应力筋应力增量的简化计算公式。

The type of the limit state function is set up according to the Mohr-Coulomb yield criterion which can consider the direction of the slip surface; and the derivatives of the stress to the basic stochastic variables of the slope are computed by using partial differential method based on the incremental tangent stiffness method and the accelerating convergence method of Aitken.

其中功能函数的形式是以考虑滑面方向的Mohr-Coulomb屈服准则来建立的；导数的求解采用的是基于增量切线刚度法及Aitken加速算法的偏微分法；边坡整体可靠指标取的是所有可能滑面的可靠指标的最小值。

Shop assistant: Please check at the door.

店员：请您到门口柜台交费。

In the end, transportation of PAHs in the environmental matrix was preliminarily investigated and discussed according to PAHs data of soils and sediments from a certain region in Shanghai. The result indicated that there are two or more pathways on PAHs transportation in the environmental matrix.

最后，对上海特定地区内PAHs在环境介质中的迁移径途进行了分析讨论，结果表明上海市土壤和沉积物等环境介质中PAHs的迁移存在多种途径。