strengthening ['streŋθəniŋ]

strengthening的基本解释

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[变形] strengthen的现在分词

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加固, 强化

strengthening的同义词

v. strengthen

与strengthening相关的网络例句 [注：此内容来源于网络，仅供参考]

The major content of this thesis are as follows:1 Performed FEM analysis before strengthening, and to find out the reason for the cracking and present a strengthening scheme;2 Performed nonlinear FEM analysis before and after strengthening, and to get the varying rule of the relative displacement between the on-site cast concrete side wall and that between the precast concrete arch and the floor, as well as the stress distribution of the gallery;3 Performed on-site observation experiments on the 7~th gallery, and to get the varying rule of the relative displacement between the on-site cast concrete side wall, as well as that between the precast concrete arch and the floor.4 The results of the computation were compared with those of experiments, which verified the effect of the strengthening.

本文的主要工作有： 1 对加固之前的廊道结构进行有限元计算，找出廊道底板开裂的原因，提出加固方案； 2 对加固前后廊道结构进行非线性有限元计算，得到加固前后廊道两现浇边墙相对位移、拱顶与底板相对位移随水库水位变化的规律和廊道结构的应力分布情况； 3 进行廊道加固前后现场观测试验，得到廊道两现浇边墙相对位移以及拱顶与底板相对位移随水库水位变化的规律； 4 对比分析加固前后现场观测试验与非线性有限元计算所得结果，论证加固方案的合理性，验证加固效果。

Then, how to determine the shear design values for different structural member and different strengthening location is given out, which could be the reference for design and computation of strengthening structural member by enlarging section method. Fifthly, Full-range shear experiment of two reinforcement concrete arch specimens with strengthening at soffit location by enlarging section method are designed and conducted.

第四，对于增大截面法加固构件，按照极限状态的计算原则，对外荷载作用下的新老混凝土结合面剪力设计值进行研究，提出了不同类型构件及不同的加固部位，新老混凝土结合面的剪力作用设计值的确定方法，可为采用增大截面法加固构件的设计计算提供依据。

The interface bond capability and the failure mode of soffit strengthening are studied, as well as the influence of strengthening concrete technique to the interface bond capability. The cracked load, the failure load, the tension stiffness, the stress of the steel bar and the cracks of the strengthening arch are compared with those of the contrast arch.

第五，考虑到实际工程应用，设计并制作了采用增大截面法在拱腹部位加固钢筋混凝土拱圈试件，研究拱腹加固新老混凝土结合面的粘结性能及破坏形式和补强混凝土的施工工艺对新老混凝土结合面粘结性能的影响。

与strengthening相关的网络解释 [注：此内容来源于网络，仅供参考]

strengthening：加强

Carston[7]提出,加强(strengthening)和松散是特定概念构建(ad hoc concept construction)形式. 特定概念构建包括,在语言提示的基础上,根据语境要求进行调整,从而创建一个概念. 特定概念的构建由关联原则所规约. 根据这一原则,

strengthening：强化

S:表示与相关行业协会及传真、短信及多媒体信息的服务供货商合作,强化(Strengthening)现行监管措施;T:表示应对滥发电子信息行为的技术(Technical)解决方案;E:表示通过教育(Education)提升认识程度;P:表示在制备共享黑名单方面采取合作(Partnership)手段,

strengthening：加固件

strength theory 强度理论 | strengthening 加固件 | stress 应力

strengthening：加固

strength weight ratio 强度重量比 | strengthening 加固 | stress 应力

strengthening works：加固工程

strengthen 加固 | strengthening works 加固工程 | stress 应力