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结构破坏

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It is argued that the Western medicine first impacted Chinese understanding and feeling of their body which are closely linked with their special arrangement and understanding, and then it destroyed the definition of ethics in a traditional Chinese society of acquaintance and brought about a so-called relationship of "clientage" which finally changed China's social structure, whenever it was systematized, cooperating with many other modern institutions.

力求避免仅仅从上层或下层的单一取向观察中国近代变化所带来的局限性。本文认为,西医的进入首先影响到了中国人对身体的认知和感受,这种感受又与中国人对空间安排的认知密不可分,西医的进入破坏了传统中国的熟人社会对人伦关系的界定,而带入了一种称之为"委托制"的关系,这种关系一旦制度化,就与许多现代体制的运作相配合,最终改变了中国的社会结构。

But the result of improvement soil translated alkaline soil into alkalier soil. Not onlu it is unavoidable and subsisted of stabilization in commix tier of gypsum, but also it destroyed direct improvement process. It is imported find what solved seepage problem of gypsum in the study. In configured duality structure of improvement soil, it needs abundance seepage gypsum in commix tier into noncommix tier in order to losing seepage capacity reduce in all deepness of improvement soil.

碱土改良过程中石膏渗漏损失最高可达到石膏施入量的40%以上,而改良结果碱土只转化为重碱化土;在石膏混合层内,它是一种不可避免的、稳定存在的且直接破坏土壤改良进程逆流;因此解决石膏渗漏问题亦是在本文研究工作中的重要发现:配置二元结构改良碱土中,正需要石膏混合层中大量石膏渗漏,以改良非石膏混合层,并使整个计划改良深度内的渗漏损失降为零。

Personality is perhaps essential to many artists; however to ADO, it is less important in a team work practice. They prefer collaboration to individualism. A response to surroundings is more crucial than a domination of the entire environment. Having a complementary view to space, ADO considers art as transformations without damaging existing elements or characteristics of a particular place.

个人色彩对许多艺术家来说非常重要,然而,对於ADO他们,创作并非单求强调个人,他们重视群体合作和配合,不喜欢以纯粹感性作为创作手段;个人色彩固然是每件艺术品的灵魂,以公共艺术而言,更重要是创作人对环境的回应,如何以不破坏原有结构的原则下,对空间再创造,因此,他们对整体性的追求,不祗限於群体合作,亦显示於其艺术个体与整体环境的互补融合,这点表明了他们从「补足」的意念来看公共艺术。

Through these tests we understand the rule of stress state and fracture regularities of the orifice structure before and after cracking of concrete and obtain a large number of test data They provide basis for establishing numerical model and design method.

通过试验,得到了孔口结构在混凝土开裂前后的受力状态和破坏规律,为建立数值模型和配筋方法提供了依据。

In order to study on the problems of cracking similarity conditions and test simulating method of induced joint in structural model test, fracture property tests of material and mechanics theory deducing are presented in this paper.

为了研究诱导缝在结构模型破坏试验中的开裂相似条件和试验模拟方法,进行了材料的断裂特性实验和力学理论推导。

According to the similarity criterion of structural model test, prototype material and model material need to conform to the similarity conditions of fracture property and shear-friction strength.

为了研究诱导缝在结构模型破坏试验中的开裂相似条件和试验模拟方法,进行了材料的断裂特性实验和力学理论推导。

The influences of the inclusion of Na~+ into each conformer (C7AB, C7"AB, C7eqB, C5A, C7axB orα"B) of AD molecule on the Ramachandran angles of molecular backbone and the hydrogen bonds in AD moiety were discussed in detail. It was found that in the forming process of bidentate structures of Na~+-AD ion-complexes, the original H-bonds in AD molecule were fully broken down, accompanying with the new formation of the two Na-O bonds.

论文中详细探讨了Na~+-AD络合离子六种构象的空间构型,分析了丙氨酸二肽与Na~+作用过程中AD分子骨架Ramachandran角及分子内N(1)–H(1)…O(2)、N(2)–H(2)…O(1)、N(1)–H(1)…N(2)和N(2)–H(2)…N(1)氢键的变化,研究发现Na~+与AD分子形成双齿结构时,AD骨架中原先的氢键全部被破坏,继而形成了两个新的Na-O键;Na~+与AD分子形成单齿络合离子时,AD骨架中原先的氢键或者得到增强或者断裂之后出现新的强度更大的氢键。

To maintain its internal structure and maintainability, evolution steps should be performed in a disciplined way, and consistency conditions should be explicitly and formally defined, and thus can be verified and maintained during the evolution process.

为避免破坏开发系统的内部结构和降低系统的可维护性,软件演化应当以规范的方式进行,一致性条件应该有显式的严格定义,并应该在演化过程中得到检查和维护。

The absorbed energy required for the fracturing of the sample is read from the conversion table.

在工程上有许多结构或机件必须能经得起突然的强烈撞击,而测试材料对这种突然撞击造成破坏之抵抗能力的试验称之为冲击试验。

In connection with the application of concrete-filled steel tubular column in the engineering practice in this country at present,a new fashioned connection in framed structure of concrete-filled square steel tubular column with reinforced concrete beam was proposed,being a connection of concrete beam with non-through hidden steel corbel steel tubular column filled with concrete.

结合我国现行钢管混凝土柱在实际工程中的应用状况,提出了用于方钢管混凝土柱-钢筋混凝土梁框架结构的新型连接节点形式非穿心暗钢牛腿方钢管混凝土柱与混凝土梁节点,采用了X型加载试验方案,制作了1∶3的试验模型,进行了低周反复荷载作用下的试验研究,得到了相关的钢筋应力应变发展规律和相应的滞回曲线,通过对试验结果节点破坏的机理分析,提出了进一步的改进措施。

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