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1)  horizontal tangential cyclic shearing stress
动水平剪应力
1.
In the case of two-dimensional plane stress condition, the cyclic stress induced by earthquake in earth includes horizontal tangential cyclic shearing stress, τvh, vertical cyclic normal stress, σy, and horizontal cyclic normal stress, σh.
在二维应力状态下,地震在土体中不仅产生动水平剪应力τνh,而且引起在一般情况下不可忽略的竖向动正应力σv及水平动正应力σh。
2.
The cyclic shearing stress induced by earthquake in earth includes cyclic normal stress difference, [σvd - σhd]/2, and horizontal tangential cyclic shearing stress, τhd These two componentS of cyclic shearing stress are the main factors complicating procedures for assessing the deformation or stability of earth and earth structures during earthquake.
在二维应力状态下,地震在土体中不仅产生动水平剪应力τhd,而且也引起在一般情况下不可忽略的竖向与水平动正应力差[σvd-σhd]/2,二者定义为动偏应力之二分量,均应是评估土体或土工结构物变形及稳定性的主要因素。
2)  horizontal shear stress
水平剪应力
1.
,relationship between horizontal shear stress and horizontal displacement,horizontal shear stress and normal stress,normal stress and residual shear resistance ,normal stress and frictional shear resistanee,frictional horizontal stress and horizontal displacement.
介绍了三峡二期厂坝工程常规砼施工时 ,采用不同浇筑方案的原位抗剪试验研究 ,内容包括 :水平剪应力与水平位移的关系 ;水平剪应力与垂直应力的关系 ;残余抗剪强度与垂直应力的关系 ;摩擦抗剪强度与垂直应力的关系 ;摩擦水平应力与水平位移的关系。
3)  horzontal shear
水平扭剪应力
1.
So,sets up reservoir formed patterns of hidden concea] fractured systems and interprets the zones affected by considerable horzontal shear are good.
进而建立隐伏裂缝系统成藏模式,阐明在向斜构造和高压区背斜构造中,受较强水平扭剪应力作用的区块,具良好的勘探前景。
4)  low shear stress level
低剪应力水平
1.
In order to study the influence of principal stress axis cyclic rotation at low shear stress level on clay′s behavior,a series of experiments of Hangzhou typical intact soft clay were conducted.
为研究低剪应力水平主应力轴循环路径可能对黏土性状产生的影响,以杭州地区典型原状软黏土为对象开展试验研究。
5)  horizontal sheer
水平剪力
1.
The calculating method of horizontal sheer was given by using the model.
在分析组合板破坏特征的基础上 ,提出了组合板破坏的拉杆拱模型 ,并以此模型给出了结合面水平剪力的计算方法。
6)  shear level
剪力水平
1.
The relations between the inclined crack character values under service loads and shear stresses of the T-shape beam sections are developed herein based on a variable angle truss model using which shear level of sections can be predicted, and the basis of assessing the shear strength of existing buildings is provided.
借助变角桁架模型,建立受弯构件T形截面在使用荷载下的斜裂缝特征值与截面剪应力之间的相关关系,据此可推断出截面的剪力水平,为已有建筑物的受剪承载力评估提供基础。
补充资料:剪应力差法
      见光弹性法。
  

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