Chinese translation for "节点的破坏"
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- destruction of a node
Related Translations:
节点方程: nodal equationnode equation
- Example Sentences:
| 1. | Based on the experiments and tested results , failure models and rules are studied . 2
在试验结果的基础上，总结了节点的破坏模式和破坏规律。 | | 2. | Staggered joints failure is lighter than ordinary joints when the area of beam bars is same in the two types of joints
在梁筋配筋相同的情况下，错层节点的破坏程度较普通节点的轻微。 | | 3. | If the ordinary top longitudinal steel bars of the passed - joint hypo - beam yield , the yield will penetrate into the joint area and the slip of bar anchorage is much worse than the ordinary frame joint
但是同时，当柱上没有过柱次梁时，则会产生另类的破坏形式，例如本试验中的试件二的中节点的破坏。 | | 4. | The experimental results show that the seismic behavior of strengthened joints is improved significantly by the scheme , which successfully enhances the shear capacity by about 22 % , transforms the failure mode to be ductile , raises the ductility coefficient over 4 , delays the strength degradation and stiffness degradation , and upgrades the energy dissipation capacity
试验结果表明：加固能够有效地提高节点的极限受剪承载力22 %左右，改变节点的破坏模式为梁端延性破坏，提高节点的延性系数到4以上，改善节点的承载力退化和刚度退化，提高节点的能量耗散能力，从而显著改善了梁柱节点的抗震性能。 | | 5. | In a word , it is show that joints could be strengthened by cfs and it could be put into use in civil engineering in large scale . at the same time , experiments also show than cfs used in joints strengthening have not been make full use . the failure mode of cfs is the debond failure between concrete and steel
同时，利用对试验构件的应变片分析，揭示了cfs加固节点的破坏具有其自身的特殊性，即cfs的利用率比较低、 cfs的破坏以混凝土保护层?主筋界面的粘结破坏为主、加固试件和非加固构件破坏形态基本一致等特点。 | | 6. | The full loading - displacement path had been traced , and the ultimate strength of the tubular joints had been determined . based on a series of numerical analysis of steel tubular t - joints , y - joints and k - joints of various geometric parameters , the effect of the various geometric parameters on ultimate strength had been investigated . the method of the reinforce joints had been offered
针对不同几何参数的t 、 y 、 k型方主管圆支管钢管相贯节点进行系统的数值模拟试验，分析各几何参数对节点静极限承载力的影响，得出节点静承载力随各几何参数的变化规律以及节点的破坏形式，并给出了相应的节点加强方案。 | | 7. | On the basis of experimental research on beam - to - column connections and steel - frame with semi - rigid connections , failure models , seismic behaviors , and characteristic of dissipation of energy of these two kinds of connections , and the main factors influencing upon the behavior of connections , as well as the developmental process of stress in key sections were analyzed in this paper . the elastic - plastic behavior of steel frame with semi - rigid connections under cyclic loading and the effect of semi - rigid connections on the performance of the frame were also discussed
在梁柱连接试验和半刚性连接框架试验研究的基础上，分析两种连接节点的破坏形式，抗震性能和耗能特性，影响这两种连接性能的主要因素，关键部位应力发展以及半刚性连接框架循环荷载作用下的弹塑性性能，半刚性节点对框架性能的影响。 | | 8. | Based on the pseudo - static experimental results of nine specimens 1 / 5 - scale specimens and failure characteristic in the structural test , the damage mechanism and the failure of abnormal joints under the shear force is analyzed . the paper discusses the possible affections of stirrup ratio , the changes of beam or column sections and initial eccentricity on carrying capacity of abnormal joints . according to experimental data , the formula for calculation of the shear - bearing capacity of abnormal joints is given
针对该类框排架结构中通常存在异型节点的实际，在9 (其中边节点4个、中节点5个)个1 5的伪静力试件试验研究及整体结构模型中该类节点破损特点的基础上，提出了异型中节点和边节点的破坏机理，针对异型中节点和边节点的受力特点给出了该类异型节点的抗剪承载力计算公式和节点区的加强构造措施。 | | 9. | Based on the experiment results , the damage form of abnormal exterior joint are summarized , characteristics of hysteresis curve are studied , the effect of stirrup ratio and height of column section and beam section on anti - shear property of abnormal joint are discussed , working mechanism of abnormal exterior joint is researched , the conclusion that the anti - crack and bearing capacity of abnormal joint are studied by analyzing the minor core of abnormal exterior joint is proposed , the basic data is provided for the design formula of abnormal joints
根据试验结果，总结了异型边节点的破坏形态，研究了节点滞回曲线的特征，讨论了节点核芯配箍率、梁柱截面高度变化对异型边节点抗剪性能的影响，分析了异型边节点的受力机理，提出应以“小核芯”为分析单元来研究此类节点抗裂和承载力的建议，为异型节点设计公式的建立提供了基础数据。 | | 10. | Because slts owns too many parts and complex supporting conditions , and invalidation of few parts or nodes does not have significant effect for structural bearing capacity , research orientation is transferred to structural support system in chapter 4 of the thesis . limited loading capacity and safety index of steel bracket of slts are calculated and analyzed for providing theoretic upper limit to safe operation of support system
由于网架结构的杆件众多，结构支撑条件复杂，少数杆件或节点的破坏对于结构的正常承载无显著影响，本文在第四章将研究方向转向网架结构的支撑体系，计算分析网架结构支撑钢牛腿的极限承载能力和安全储备，为支撑系统的正常工作提供一个理论上限。 |
- Similar Words：
- "节点的地址" Chinese translation, "节点的分支" Chinese translation, "节点的父代" Chinese translation, "节点的父亲, 节点的上层" Chinese translation, "节点的后代" Chinese translation, "节点地址" Chinese translation, "节点地址发生器" Chinese translation, "节点电导矩阵" Chinese translation, "节点电流源向量" Chinese translation, "节点电容矩阵" Chinese translation
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