剪切刚度的英文

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"剪切刚度"怎么读用"剪切刚度"造句

英文翻译手机版

shear rigidity
shearing rigidity

"剪切"英文翻译 shear; shearing; shear cut; ...
"刚度"英文翻译 rigidity; stiffness; inflexi ...
"剪切刚性系数" 英文翻译 : shear stiffness coefficient
"刚度" 英文翻译 : [物理学] rigidity; stiffness; inflexibility; severity
"一切刚开始" 英文翻译 : we're just beginning
"剪切" 英文翻译 : [机械工程] shear; shearing; shear cut; sheared; cropping◇剪切板 shear plate; 剪切刀具 [设计] shearing tool; 剪切刀片 shear bar; shear blade
"板刚度" 英文翻译 : panel stiffness
"比刚度" 英文翻译 : modulus-to-density ratio; specific stiffness
"磁刚度" 英文翻译 : magnetic rigidity
"动刚度" 英文翻译 : dynamic stiffnesss of the moving element suspension
"负刚度" 英文翻译 : negative rigidity; negative stiffness
"刚度；劲度" 英文翻译 : stiffness
"刚度比" 英文翻译 : ratio of rigidity; stiffness ratio
"刚度法" 英文翻译 : stiffne method; stiffness method
"刚度计" 英文翻译 : rigidimeter
"刚度项" 英文翻译 : stiffne term; stiffness term
"角刚度" 英文翻译 : angular rigidity; angular stiffness
"劲度；刚度" 英文翻译 : stiffness
"静刚度" 英文翻译 : static rigidity; static stiffness
"主刚度" 英文翻译 : principal stiffness
"刚性，刚度，刚度系数" 英文翻译 : rigidity
"她对我做的一切刚好" 英文翻译 : everything she do just turns me on
"抗挠刚度,抗弯刚度" 英文翻译 : flexural rigidity
"安装刚度" 英文翻译 : mounted stiffness
"壁板刚度" 英文翻译 : panel stiffness

例句与用法

The disposal of steel staggered truss system and the calculation of shear rigidity
钢结构交错桁架体系布置及剪切刚度计算
Relationship between the shearing rigidity of woven fabrics and fabrics ' structure parameters
梭织物剪切刚度与交织结构的关系
In this paper , for the first time , floor stiffness is denoted as shear stiffness , which reflects the influence of floor length to width ratio more effective than floor bend - shear stiffness
本文首次把楼板的刚度用剪切刚度表示，它比楼板的弯剪刚度更能体现楼板长宽比对楼板刚性的影响。
Abstract : based on the deformation characteristics of the tread element at typical load cases , this paper determines the displacement functions of the element by using the energy method and derives the theoretical formulae for the apparent compressive stiffness and shearing stiffness calculation
文摘:根据轮胎胎面单元在典型工况的变形特点，用能量法确定了胎面单元变形的位移函数，导出了轮胎胎面单元表观压缩刚度和表观剪切刚度的理论计算式。
According to regress , the paper got equivalent shearing stiffness and equivalent damping gene ' s calculating formula of the hdr ' s equivalent linear model . at last , the paper estimates the effect of integrated isolation bearing with a 4 span continuous beam bridge by nonlinear dynamic analysis program
根据能量相等的原则，本论文提出了高阻尼橡胶剪切滞回曲线的双线性模型和模型中各参数的计算公式；回归出了用剪应变表示的等价线性化模型的等价剪切刚度和等价阻尼比实用计算公式。
After mechanical and process properties testing , the results indicated that : ( 1 ) the film resin can make the properties good in climbing drum peer strength of sandwich constructions composite , the little effects of the film resin on other mechanical properties have been given ; ( 2 ) the sandwich composite has the better mechanical properties at central symmetry layer than asymmetric layer ; ( 3 ) through the study of the different pressure of the sandwich composite , the result is obtained that the edgewise properties increases , the flexural properties decreases with the pressure increase from 0 . 2mpa to 0 . 5mpa ; ( 4 ) at the sameness extend layer , the mechanical properties of the laminate is bigger than that of the honeycomb sandwich panel ; ( 5 ) through the studies on honeycomb sandwich plate delamination under three - point bending tests . it is found that the flexural strength decreases with the area of delamination increases
研究表明： ( 1 )胶膜能明显的提高蜂窝夹层结构的剥离性能，对其它性能的影响不大； ( 2 )对称铺层较非对称铺层的力学性能高； ( 3 )固化压力由0 . 3mpa提高至0 . 5mpa时，蜂窝夹层结构的侧压强度提高，而弯曲强度和剪切刚度分别降低； ( 4 )蜂窝夹层结构中的面板较同样材料铺层的复合材料叠层板的力学性能低； ( 5 )蜂窝夹层结构的界面上有缺陷时，弯曲强度下降，且随着缺陷面积增大，弯曲强度下降幅度增大。
Restoring force vector in dynamic equation and restoring force model of vertical - line and coupling beam are probed . for vertical - line restoring force model , the influence of stress are considered , which make deformation and stiffness of the model rational , coupling beam restoring force model may accurately imitated real conditions of scoupling beam . dztsd is developed by matlab , which is a program of elasoplastic time - history analysis in tall short - leg shear wall building
分析确定了短肢剪力墙弹塑性动力分析模型中拉压杆的轴向恢复力模型和剪切恢复力模型，以及连梁的恢复力模型，对于剪切恢复力模型考虑了正应力大小对剪切刚度的影响，从而使模型的变形及刚度取值更符合实际情况，连梁的恢复力模型采用考虑刚度退化的三折线型，可以较准确地模拟连梁的工作状况。
The ratio of story shear rigidity as well as the equivalent lateral rigidity ratio of story above the transfer story to the story under the transfer story should be designed properly to avoid the transfer story becoming weak story , thus the shear walls and the columns in the large base will not yield before the elements above the transfer story ; ( 2 ) the translation - torsion coupled effects and the vibration in the plane should be considered in analysis of structure with large base and muti - towers
转换层的设计除应控制层剪切刚度比外，还应控制转换层上部与下部结构的等效侧向刚度比以避免薄弱层出现在框支层，保证地震作用下落地剪力墙和框支柱不先于转换层上部结构进入屈服状态；大底盘多塔楼结构的分析必须考虑平扭耦联振动和楼板平面内振动的影响。
This paper uses of the actual mechanics form , cantilever bending stiffness is adopted in the mega structure , however shearing stiffness in the sub structure . based on the complex mode theory , this paper gains the expression of dynamical response of the system based the model of municipal no . l building of tokyo city and analyses the affection of the main parameters ( stiffness and damping ) on the two configurations ( sustaining type and hang type ) . the results indicate that the rational stiffness of the sub structure can control the deformation of the mega structure perfectly , but the acceleration of the sub structure increases at the same time
本文采用了更接近实际的力学模型，主结构采用弯曲刚度，子结构采用剪切刚度，利用随机振动复模态理论，推导了巨型框架减振结构的动力响应表达式，并以日本东京市政一号楼为基本模型，讨论了巨型框架减振结构两种结构形式(座承式和悬挂式)的主要参数(刚度和阻尼)对减振效果的影响，结果表明：与普通巨型框架结构相比，减振结构通过合理选择子结构刚度，可以较好的控制主结构在顺风向脉动风作用下的位移响应，从而提高结构的安全性，但与此同时，子结构自身的加速度响应也有了一定程度的提高。
( 2 ) 3d - fem analysis for the load - bearing capacity of the stud connector as the prevailing method to determine the shear rigidity and the limit load - bearing capacity of the shear connector is the push test , which is time consuming and laborious , in this thesis the push tesi specimen of the stud connector is simulated through the non - linear analysis module of the msc / nastran and the numerical analysis results are in good coherence with that of the practicality lev ; as a result , the shear rigidity and the limit load - bearing capacity of the stud connector can be determined by the finite element method and only a few practicality verification tests
( 2 )栓钉型剪力键承载力的3d - fem分析针对当前剪力键一般通过费时费力的推顶试验来确定抗剪刚度和极限承载力的状况，本文利用msc nastran非线性模块实现了对栓钉剪力键推顶试样的数值模拟分析，数值计算结果与试验结果能够很好吻合。这使得通过有限元方法的模拟和少量实物试验的验证，就能确定栓钉剪力键的剪切刚度和极限承载力，可以大大节省时间和经费。