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anchorage length中文是什么意思

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用"anchorage length"造句"anchorage length"怎么读"anchorage length" in a sentence

中文翻译手机手机版

  • 锚固长度
  • 锚着长度

例句与用法

  • Anchorage length of steel bar
    钢筋锚固长度
  • An analytical solution of internal force and deformation for anchorage length of abti - slide pile in layered rock mass
    成层岩体中抗滑桩锚固段内力变形计算解析解
  • The influence of the anchorage length , thickness and module of cfrp on the deflection is also analyzed
    在此基础上,本文分析了碳纤维布粘贴范围、厚度、弹性模量对挠度的影响。
  • ( 2 ) the anchorage condition of the upper longitudinal bar in the beam outside the wall " s width is disadvantage . and the anchorage length prescribed in the code cannot ensure bearing capacity and ductility of joints
    位于墙外侧的宽梁上部纵筋锚固环境较差,如果仅仅满足规范规定的锚固长度,不能保证节点的承载力和延性。
  • Calculating method of landslides drive force , and determination of the diameters of borehole and anchor cable , the number of the anchor cables , the anchorage length and types of the anchor head as well are also discussed
    本文还探讨了作用在抗滑桩上的滑坡推力设计值的计算方法,以及锚索材料的选定、锚固深度计算、锚头类型选择、锚索与桩的连接设计、施工工艺与质量控制措施、检测与监测等等。
  • It indicates the anchorage length according to concrete code ( gb50010 - 2002 ) cannot meet capacity and deformation demand . at the same time , this paper utilizes the ansys to simulate nonlinear behavior of these joints and test outcomes are validated from the simulation
    另外,本文利用ansys通用有限元程序,对节点受力进行了非线性模拟,进一步印证、揭示了节点的受力变形规律,并为将来利用ansys程序进行大量的节点非线性参数分析奠定了基础。
  • Experimental results indicate that the strength capacity , stiffness of columns have a certain extent increasing as a result of the action of cfrp , repaired columns " cracks show little and distribute uniformly . the ultimate strength and ductility of column improved due to the transverse strengthening with cfrp and display more distinct benefit when strengthened by the combined action of the longitudinal and the transverse straps of cfrp . in addition , many parameters including anchorage length of cfrp , thickness of cfrp are considered on the effects of cfrp on strength , and failure modes of columns
    试验结果表明,大偏心受压柱受拉面纵向粘贴碳纤维布后,偏压柱承载力和抗弯刚度有一定程度的提高,裂缝宽度减小且分布均匀;碳纤维布横向粘贴偏压柱对偏压柱的承载力和延性有一定的提高;纵横向混合粘贴大偏压柱加固效果更显著;混凝土强度低于c20级时,不适合采用碳纤维布粘贴加固。
  • In this paper , on the foundation of synthesizing engineering practice and study result of planted bar technique by chemistry glue on the domestic and international , embedded experiment study and theories analysis are done about bonded anchor behavior of chemistry planted bar anchorage behavior in this paper , the experimental results of 32 pulling resistance test ( meiya z3530 ) are given , considering some factors to affect bonded anchor behavior of chemistry planted bar such as the strength of concrete anchorage lengths diameter of steel bar and holes thickness of the protecting layer confecting circumstance of the hoop bar and quantity of construction especially which is very easy to be neglected and so on , and bonded anchor mechanism failure mode load carrying capacity and slide behavior are analyzed in - depth
    本文在综合国内外化学胶植筋技术的工程实践和研究成果的基础上,对化学植筋的粘结锚固性能作了较深入的试验研究和理论分析。文中通过32个化学胶(美亚z3530 )植筋试件的拉拔试验研究,考虑混凝土强度、锚固长度、钢筋植筋、钻孔孔径、保护层厚度、箍筋配制情况及施工质量等因素对植筋粘结性能的影响,特别是植筋的施工质量对粘结性能的影响是比较容易被忽视的因素,对化学植筋的粘结锚固机理、破坏形态、承载力及滑移性能作了比较深入的剖析。
  • Results show that clamping angle dominated displacement of anchorage and failure mechanism : surrounding rock and soil compaction is induced by small clamping angle , instead , shear failure occurs in neighborhood soil of leading end of anchorage while clamping angle is big ; anchorage length influenced surrounding rock stress as nonlinear self - organization critical characteristic on interface ; anchorage size contribution to systemic primary monitor parameter is relatively uniform
    研究发现:夹持角控制着锚碇变位和破坏机理,夹持角过小时锚碇压密围岩土体,较大时锚碇前端附近土体则产生剪切破坏;锚碇长度影响接触面围岩应力量值,表现为非线性的自组织临界特征;锚碇体粗细对系统主要监控参数的贡献相对均匀。
  • The calculation formulas of loading capacity are deduced by the formula of average bond strength that is concluded from experiment results . then based on reliability analysis of anchorage length , design formula and table for anchorage length with reliability guarantee that are suitable to every kind of condition are given
    用通过试验结果回归的平均粘结强度公式推导出承载力计算公式,选取合适的可靠指标,对植筋的锚固长度作可靠度分析,得出可用于各种情况下的具有可靠度保证的植筋锚固长度设计公式及表格。
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