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reinforced相关的网络例句

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

Properties of FRP materials have been improved by experimental and analysis on hybrid of two or three kinds of fiber, and various products have been manufactured accordingly. At the same time, the resin and equipment that are suitable for those FRP materials have been developed. A series of key applied techniques, such as strengthening of steel structures, masonry structures and concrete structures reinforced with prestressed FRP, lossless inspectability of structures and so on, have been developed though experimental research according to requests of engineering. There are four codes and guidelines for applying FRP techniques to construct foundational establishment. Among them, one technical specification was published in May 2003. It can be standardization of applying FRP materials on engineering. There have been more than one hundred engineerings strengthened with FRP materials since 1999 based on research and investigation of FRP materials and techniques.

在材料改性研究以及产品开发方面,通过纤维混杂改性,开发出适用于不同工程要求的单一品种纤维和混杂纤维的FRP产品及配套树脂材料、配套设备机具等;在关键应用技术开发方面,根据工程需要,开发出钢结构加固技术、砌体结构加固技术、预应力加固技术、结构无损检测技术等基础设施建设中应用FRP材料的关键技术;在规范标准编制方面,主持编制国家规范标准4项, 1项已获批准实施,其它3项正在按计划进行;在工程应用方面,应用自主开发的材料和技术,改造、加固工程100多项,创造了巨大的经济效益及广泛的社会效益。

It provides a basic theory for the deformation property of combined torsion members. With the method, this paper, for the first time, discusses the nonlinear complete process analysis of high-stress concrete members subjected to combined force. It revises the strain-stress relationship contain of intenerate of concrete and simplifies the baroclinic theory of concrete. The calculation result fits the test result well, which proves that membrane-element theory is suit to reinforced concrete combined torsion members.

应用这种方法,本文首次对高强钢筋混凝土压弯剪扭复合受力构件进行了非线性全过程分析,对考虑软化的混凝土本构关系进行了修正,对混凝土斜压场进行了简化,经分析计算与试验结果对比符合较好,说明薄膜元理论对钢筋混凝土复合受扭构件受力行为的全过程分析是一种有效的方法。

In this paper, the baroclinic pole in baroclinic theory is supposed to be membrane-element subjected to shearing stress and normal stress in plain section. With the help of truss model, it meets the equation of two-dimension stress, Moire's strain corresponding equation and double-axis intenerate strain-stress relationship of concrete. It describes the load-behavior and working property of reinforced concrete combined torsion members in the whole load-deformation process.

本文将斜压场理论中的斜压杆表达成在平面内承受剪应力和正应力的钢筋混凝土薄膜元,借助桁架模型,满足二维应力平衡条件、莫尔应变协调条件和混凝土的双轴软化本构关系,揭示钢筋混凝土复合受力构件在受力-变形全过程中受力行为和工作性能,为研究复合受扭构件的变形行为打下了坚实的基础。

On September 11 afternoon, the children that Chengdu becomes elementary school of China area Hua Lin are happy the ground is irruptive just the bright classroom of completion -- did not use reinforced concrete completely, the paper that makes building materials build for structural roof tuss with paper however runs a house.

梗概: 9月11日下午,成都成华区华林小学的孩子们快乐地冲入刚刚落成的明亮教室——完全没有使用钢筋水泥,而是以纸制建材为结构屋架而建成的纸管房屋。

Enhanced CT imaging features were distinguished, and isopycnic density and low-density tumors were all displayed. Among 26 cases, the tumor diameter of 3 ~ 6cm was 22 cases , 1 ~ 3cm 4 cases; arterial phase scans had uneven reinforced, also had signs of peripancreatic fat layer disappeared, pancreatic duct and bile duct dilatation, bile duct obstruction, combined pancreatic cyst, tumor invasion blood vessels, peritoneal and lymph node metastasis.

增强CT影像特点显著,等密度及低密度肿瘤均得到显示。26例中,肿块直径3~6cm 22例、1~3cm 4例;动脉期扫描有不均匀强化,另有胰周脂肪层消失、胰管和胆管扩张、胆总管阻塞、合并胰腺囊肿、肿瘤侵及血管、腹膜的淋巴结转移等征象。

An experimental research for bearing capacity of six reinforced concrete column s strengthened by circular steel jacketing subjected to axial loading is carried out.

介绍了6根圆形钢套管加固混凝土柱轴心受压承载力的试验概况,研究在工程中常见长细比范围的该构件的力学性能。

It was presented an experimental research on 18 reinforced concrete columns strengthened by circular steel jacketing subjected to eccentric loading.

对18根圆形钢套管加固混凝土柱进行偏心受压试验,研究该构件在不同偏心率和初始受力情况下的力学性能。

Furthermore, a practical formula is proposed based on the experimental results to calculate the ultimate strength of the reinforced concrete columns strengthened by circular steel jacketing.

在试验结果的基础上,提出了圆形钢套管加固钢筋混凝土柱极限承载力计算的实用公式,极限承载力的计算结果和试验结果吻合良好。

The investigated test parameter of the specimens strengthened by RC jacketing were connection types between the new reinforced bars and the column.

屈服后的试件分别采用加大截面法和粘钢板加固,其中加大截面法加固的试件采用不同的锚固措施。

It was presented an experimental research on 18 reinforced concrete columns strengthened by circular steel jacketing subjected to eccentric loading. It was studied that the mechanical properties of the specimens under different eccentricities and initial eccentric loadings.

对18根圆形钢套管加固混凝土柱进行偏心受压试验,研究该构件在不同偏心率和初始受力情况下的力学性能。

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