边节点的英文

• mid-side node

• "边"英文翻译    side; section
• "节点"英文翻译    panel point; hybrid; packing ...
• "材边节" 英文翻译 :    edge knot
• "边节滑块" 英文翻译 :    link block
• "节点" 英文翻译 :    [电学] panel point; hybrid; packing; node; nodal points; joint of framework; pitch point; point pitch
• "节点到节点" 英文翻译 :    node-to-node
• "双边节省的工作时间" 英文翻译 :    wtsbe working time saved both ends
• "波节；节点" 英文翻译 :    node
• "波节点" 英文翻译 :    knot
• "从节点" 英文翻译 :    sub-node
• "调节点" 英文翻译 :    control point; point of accommodation; regulatory point
• "顶节点" 英文翻译 :    top node
• "端节点" 英文翻译 :    end node; tip node
• "多节点" 英文翻译 :    multinode
• "分节点" 英文翻译 :    partial node
• "父节点" 英文翻译 :    father node; parent
• "负节点" 英文翻译 :    antinodal point; negative nodal point
• "刚节点" 英文翻译 :    rigid joint; stiff joint
• "根节点" 英文翻译 :    root node
• "共节点" 英文翻译 :    conode
• "关节点" 英文翻译 :    articulation point - undigraph; artis
• "和节点" 英文翻译 :    anot point
• "后节点" 英文翻译 :    posterior nodal point; rear nodal point; rear node
• "或节点" 英文翻译 :    or node
• "铰节点" 英文翻译 :    hingedjoint; pin-connected node; pin-connectednodejoint

• The damage analysis of steel reinforced high strength concrete frame side joint
  钢骨高强混凝土框架边节点的损伤分析
• Experimental investigation of the performance of exterior joints for steel frames under fire circumstance
  钢框架边节点抗火性能的试验研究
• Nonlinear finite element analysis of peripheral joints on frame of high - strength concrete under cyclic loading
  反复荷载下高强混凝土框架边节点有限元非线性分析
• Using geometric method , a rational interpolation within convex polygons is constructed and extended to include side nodes
  摘要构造出凸多边形上的一个新型有理插值，并将其推广到含有边节点的情况。
• For studying seismic behavior of the abnormal exterior joint of reinforced concrete frame , four abnormal exterior joints are tested by the pseudo - static experiment
  摘要对4个钢筋混凝土框架异型边节点试件进行了拟静力试验，以研究此类节点的抗震性能。
• But for a long time , most researches focus on the performance of columns and beams , while neglect the seismic behavior of column - beam joints especially the exterior joints , so the references are very scarce
  但长期以来，大多数研究都集中在柱、梁的工作性能上，对梁柱节点，特别是边节点的抗震性能，国内外研究资料很少。
• With ansys software , the simulated calculation of steel reinforced high strength concrete ( hsrc ) column / high strength reinforced concrete ( hrc ) beam frame side joints under the earthquake week cycle load is made and the limited capacity is determined
  摘要利用ansys软件，对5个不同参数下的钢骨高强混凝土柱钢筋高强混凝土梁框架边节点进行了在低周期反复载荷作用下的模拟计算，确定了各个试件的节点承载力。
• 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。
• The shear mechanism , failure mode , deformation capacity , bearing capacity and the reliability of the anchored angle steels of the wrapped steel concrete cast - in - site frame typical story exterior joints under the middle and high axial compression ratio ( n = 0 . 3 , 0 . 5 , 0 . 6 ) , the working performance , failure mode , and the shear capacity of top story joints under the crack moment , the hysteresis characteristic and the dissipation energy capacity of the test joints are all analysed based on the 1 / 4 model pseudo - static tests of five specimens of wrapped steel concrete cast - in - site frame exterior joints , which varied in axial compression ratio , distribution of the beam angle steels and the stirrup ratio
  基于上述分析，本次试验通过五个外包钢混凝土边节点1 4比例模型的伪静力试验，以柱的轴压比、梁角钢布置形式、配箍率等为主要参数，分析外包钢混凝土现浇框架一般层边节点在中高轴压比( n = 0 . 3 、 0 . 5 、 0 . 6 )条件下，节点的抗剪机理、破坏模式、变形能力、承载能力和角钢锚固的可靠性；分析了顶层边节点在张开弯矩作用下的工作性能、破坏模式和抗剪承载力；分析了试验节点的滞回性能和耗能能力。
• 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。