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滑移变形的英文

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"滑移变形"怎么读用"滑移变形"造句

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  • slip deformation

例句与用法

  • Mechanical model and basic characteristics of toppling displaced mass
    倾倒滑移变形体的基本特征及力学模型研究
  • Deformation mechanism and control of mining - induced toppling - displacement
    采矿引起的倾倒滑移变形机理及其控制
  • Where , joint deformation contain slip of longitudinal reinforcement passing through joint and shear deformation of joint
    其中,节点区变形包括贯穿节点梁筋的滑移变形和节点剪切变形。
  • Abstract : based on the study on the deformation of largescale toppling rock mass in fushun west open pit , this paper research the features of deformation and failure of the soft rock slope controlled by weak intercalated beds , and its influence on urban industry establishment
    文摘:以抚顺西露天矿大规模倾倒滑移变形体变形规律研究为例,探讨受软弱夹层控制的软岩边坡变形破坏规律及其变形破坏对城市工业设施的影响。
  • ( 5 ) rock mass stability analysis on dam abutment of xia luo - yu damsite as follows : in left dam abutment , sideslip control structure has been relatively integrate , and low dip angle jointing did n ' t develop , so integrate sliding deformation control structure could n ' t been formed in three - dimensional space and rock mass stability could n ' t been influenced badly ; in right dam abutment , indicate rock mass distortion was caused by the rock mass mechanics condition , such as specific rock mass structure , compression stress concentrate with high strength and especial landform and so on
    ( 5 )对下落鱼坝址坝肩岩体稳定问题的分析得出:左坝肩岩体虽然具有相对较完整的侧滑控制结构,但由于缓倾角节理不发育,故在三维空间上不能形成完整的滑移变形控制结构,亦不会对坝肩岩体稳定性产生严重影响:右坝肩岩体复杂变形,是在特定的岩体结构、高强度的压应力集中及特殊的地形等不可或缺的岩体力学条件下产生的。
  • Based on behavior of joint core under cyclic reversal load , according to actual measurement load - displacement hysteresis loops , slip of longitudinal reinforcement passing through joint and shear deformation of joint in a serial of beam - column subassemblage tests , the typical slip hysteresis model of longitudinal reinforcement passing through joint and typical shear deformation hysteresis model of joint are proposed in this paper
    本文以节点的受力特性及规律为基础,基于若干梁柱组合体低周交变加载试验的实测节点恢复力滞回曲线以及从中分离出来的贯穿节点的梁筋滑移变形结果、节点剪切变形结果,分析总结得到有一定代表性的梁端剪力与贯穿节点梁筋滑移之间和梁端剪力与节点剪切变形之间的滞回关系模型。
  • The influence of such parameters as axial load index , aspect ratio and percentages of lateral reinforcement , on seismic performance of reinforced concrete frame column in hong kong and analyses the distribution relationships of flexural deformation , shear deformation and slippage of longitudinal reinforcement in joint zone
    根据试验结果,讨论了轴压比、配箍率、剪跨比等参数对其抗震性能的影响,分析了水平荷载作用时塑性铰区的弯曲变形、剪切变形和纵向钢筋粘结滑移变形所产生的位移在框架柱总水平侧移中所占的比例及其变化规律。
  • Considering the joint core deformation effect , the existing cantilever program was assembled with the slip deformation model of longitudinal reinforcement passing through joint and the shear deformation model of joint to obtain the program for simulation of hysteretic characteristics of beam - column subassemblage
    本文考虑节点区变形的影响,为原有程序组装了节点区贯穿节点梁筋的滑移变形模型和节点剪切变形模型,得到梁柱组合体在低周交变加载下的梁端荷载-位移滞回规律模拟程序。
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