Chinese translation for "三分点"

middle third point

Example Sentences:

	1.	3 . numerical simulations of the flexural process of the trisection specimens of concrete were executed , as well as the influence of configuration of aggregates on computing results was analyzed , by which showed that the method proposed is valid and feasible 3 .通过全级配混凝土试件三分点弯拉损伤破坏过程的数值试验,验证了所编程序的正确性。同时,讨论了骨料形态对混凝土动弯拉强度的影响。
	2.	Back - analysis method and computing program of damage parameters by the curve of stress - strain by uniaxial tension and compression test was made out . 5 . by the damage evolving relation proposed the flexural process of the trisection specimens of wet - sieved and fully - graded concrete was numerically simulation 5 .根据本文提出的损伤模型和损伤参量演化关系,分别对湿筛混凝土和全级配混凝土试件进行了三分点加载数值模拟。
	3.	In the second part , we researched the bending strength of cfrp tendon concrete beams , analysed the function of bearing , deflection and crack of the beams and got the conclusion . in addition , we carried on the simulation analysis about the beams by the finite element analysis software ansys , so that we can get a comprehensive summing - up 然后我们对采用碳纤维塑料筋作为受拉主筋的普通混凝土梁在三分点竖向荷载作用下的抗弯性能进行了试验，对试验中梁试件的承载力、挠度和裂缝开展等性能进行了分析并得出了相关结论。
	4.	Abstract : it is a difficult problem to arrange a lot of deformed bars in a narrow section . in foreign codes , it is solved with abreast - arranging deformed bars , but there not be definite answer about influence that the abreast - arranging deformed barsto bearing capacity . in our country , the research about abreast - arranged deformed bars began from the first 1980s . some achievements have been gained from studies about anchor performance . but study about beams bearing capacity and rigidity is not enough . the experiments of 10 beams using abreast - arranged deformed bars and 3 contrast ones are done . the influence that the abreast - arranging deformed bars to bearing capacity of beams is analyzed . three points of division loading have been adopted . the results prove that the bearing capacity of beams decrease by using abreast - arranged deformed bars at a degree from 10 % to 15 % . through statistical analysis , format on bearing capacity of abreast - arranged beams is recommended and reliability of format is analyzed 文摘:在较小截面内单根排列钢筋比较困难，国外规范大都采用并筋解决，但对并筋后对承载力的影响未作明确规定，我国并筋梁的承载力和刚度研究较少.通过对10根并筋梁和3根对照梁的受弯承载力的试验，分析并筋对梁的受弯承载力的影响，试验采用三分点加载，结果表明，与对照梁相比，并筋梁的受弯承载力有所降低，降幅在10 % 15 %之间，通过统计分析，给出了并筋梁受弯承载力的建议公式，并对建议公式进行了可靠度分析
	5.	Fourthly , in term of the basal theory of the reliability of structural system , the basal system assessing the reliability of the multiplayer steel frame is put forward and established ; the trichotomy that is a way basal system assessing the reliability of the steel frame according as the route of transferring forces and assessing the reliability of the steel frame of coke made by dry flameout , which can improve the the assessing ways on the reliability of our country criterion and add the assessing ways on the reliability of the multiplayer steel frame 第四，根据结构体系可靠性的基本原理，提出和建立了多层钢框架可靠性评定的基本体系，提出按传力路径评定钢框架体系可靠性的三分点法，并对干熄焦钢框架的可靠性进行了完整的评定，它们可改进现行国家标准的可靠性评定方法，并为增加多层框架的可靠性评定方法提供参考。
	6.	It is a difficult problem to arrange a lot of deformed bars in a narrow section . in foreign codes , it is solved with abreast - arranging deformed bars , but there not be definite answer about influence that the abreast - arranging deformed barsto bearing capacity . in our country , the research about abreast - arranged deformed bars began from the first 1980s . some achievements have been gained from studies about anchor performance . but study about beams bearing capacity and rigidity is not enough . the experiments of 10 beams using abreast - arranged deformed bars and 3 contrast ones are done . the influence that the abreast - arranging deformed bars to bearing capacity of beams is analyzed . three points of division loading have been adopted . the results prove that the bearing capacity of beams decrease by using abreast - arranged deformed bars at a degree from 10 % to 15 % . through statistical analysis , format on bearing capacity of abreast - arranged beams is recommended and reliability of format is analyzed 在较小截面内单根排列钢筋比较困难，国外规范大都采用并筋解决，但对并筋后对承载力的影响未作明确规定，我国并筋梁的承载力和刚度研究较少.通过对10根并筋梁和3根对照梁的受弯承载力的试验，分析并筋对梁的受弯承载力的影响，试验采用三分点加载，结果表明，与对照梁相比，并筋梁的受弯承载力有所降低，降幅在10 % 15 %之间，通过统计分析，给出了并筋梁受弯承载力的建议公式，并对建议公式进行了可靠度分析
	7.	In the last part , we researched the bending strength of post - tensioned and cohesionless cfrp tendon concrete beams . in this part we summarized the performance of bearing , deflection and crack of the beams . at the same time , we introduced the research about the anchorage device and the prestressing loss 另外，在试验分析的基础上，我们运用有限元分析软件ansys对碳纤维塑料筋普通混凝土梁在三分点竖向荷载作用下的受力状况进行了模拟，得出了详细的计算结果。

Similar Words：

"三分吃药,七分靠养" Chinese translation, "三分吃药七分靠养" Chinese translation, "三分带" Chinese translation, "三分的" Chinese translation, "三分的, 分三部的" Chinese translation, "三分点荷载" Chinese translation, "三分点集" Chinese translation, "三分点挠曲试验" Chinese translation, "三分点准则" Chinese translation, "三分法" Chinese translation