concrete property meaning in English
混凝土特质
Examples
- The third chapter , analyzing the property right relationship between the main state property right of private assets - enterprises " property and state , comparing the different understanding of the division theory of enterprises " property right and operation right in eastern and western countries , gets the conclusion that state can be titled with the collective property of enterprise , and the enterprises itself ( legal person ) can be titled with the concrete property , but , the author wants to mention that : the division theory is not the appropriate method to resolve the problem
第二章在将私权的本质由主观权利扩展至形式私权的基础上，论证了主要的国家公产所有权? ?公用物上的国家所有权的私权性，进而提出公用物的归属关系与其公用性质的设定与维持关系是不同的，可分离的。第三章通过比较企业所有权与经营权分离理论在东西方的不同理解，提出应区分国有独资企业与国家持股公司中两权分离的不同内涵，从而提出国家对两种企业财产取得所有权的不同内涵。 - For concrete structure in the practical engineering , the non - mechanics damages , such as alkali - aggregate reaction , sulfate attack , carbonization , steel rust , freeze and thaw , and so on , are unavoidable due to the exist of erosive media . the deterioration form of mono or multi - factor influences on the concrete property of construction and durability greatly , and shortens the service life of the concrete to a large extent . permeability of concrete is the most important factor for these non - mechanics damages , so the permeability test of concrete is the normal and required item to study the durability of concrete
实际工程中的混凝土结构，因侵蚀性介质的存在而使非力学破坏行为无处不在，这些非力学破坏行为包括碱集料反应、硫酸盐侵蚀、碳化、钢筋锈蚀、冻融等，单一的破坏形式或多形式的复合破坏作用对混凝土结构性能及耐久性能均有着较为严重的影响，在很大程度上缩短了建筑物的服役年限，而这些非力学破坏在很大程度上取决于其渗透性，所以测试混凝土渗透性能是研究判断混凝土耐久性的常规必测项目。 - In this paper , on the basis of analyzing methods to calculate equivalent loads in the world , a computing method of equivalent loads is presented , and prestressed concrete property and generalization prestressing force are deducted . this paper studies internal prestressed concrete deflection and analyze the effect of geometrical nolinearity on external prestressed concrete deflection
本文在分析国内外有关预应力混凝土结构等效荷载计算方法的基础上，建立了新的计算等效荷载方法，并得出了预应力混凝土结构的性质，提出了“广义预应力”的思想，研究了体内预应力混凝土结构的变形，分析了体外预应力混凝土结构变形中几何非线性问题的影响。