1) strain degree
应变程度
1.
So that,based on summarizing experience of design and manufacture,firstly,this article introduces some influences made to load cells which are boundary conditions of loading,sensitivity of moment and side load,strain degree of elastic element; secondly,this article analyzes how to reduce hysteresis error from aspect of.
为此,本文在总结多年称重传感器设计与制造经验的基础上,介绍了加载、承载的边界条件、力矩与侧向载荷的灵敏度、弹性元件的应变程度对称重传感器性能的影响;分析了如何从结构上减少滞后误差,从机械加工方法上减少弹性元件的残余应力;并简单的介绍了称重传感器防雷击技术措施和大批量生产的统计制程管理问题。
2) degree of non-coaxiality of strain
应变非共轴程度
1.
The kinematic vorticity number (W_K),which is introduced into geology from fluid dynamics,is used to measure the degree of non-coaxiality of strain.
运动学涡度是从流体力学引入到地质学当中的,主要应用于应变非共轴程度的确定。
3) response process
应变程序
1.
The response process of leakage of chemical substance;
化学品泄漏事故现场应变程序
4) strain history
应变历程
1.
Based on the strain history information obtained from monitoring of bridge operation state,and through detailed analysis of influential line shapes of measurement points on the bridge,a BWIM(Bridge Weight in Motion) method,the single-acme acutance method that can identify passing vehicle load,is established.
基于桥梁运营状态监测得到的应变历程数据,通过对测点影响线形状的较深入分析,建立了识别过桥车辆荷载的一种BWIM方法———“单峰锐度法”。
5) strain history
应变时程
1.
Based on the strain-history data recorded by structural health monitoring system installed on the bridge the characteristic of strain history of the girder components of Runyang Suspension Bridge(RYSB) under vehicle and environmental loading during the first-year-service is analyzed.
分析了润扬悬索桥结构健康监测系统记录的钢箱梁结构主要部件在交通和环境载荷下的应变时程曲线的规律,研究得到了润扬悬索桥钢箱梁结构在正常交通载荷、重车过桥和台风经过时的疲劳应力谱的特征;结合该桥实时监测的温度变化,分析得到了钢箱梁结构应变时程和温度时程之间的关联性。
2.
Analyzed the characteristic of strain history of the stiffening girder components of Nanpan River Suspension Bridge under vehicle loading.
分析了南盘江悬索桥加劲梁主要部件在交通和环境载荷下的应变时程曲线的规律,进一步研究其疲劳应力谱的特征;研究表明大桥存在着一定的疲劳问题。
3.
The paper aims at investigating the feature of fatigue stress spectrum in the steel box-girders under service loading on the basis of strain history data recorded by structural health monitoring system installed on Runyang suspension bridge and cable-stayed bridge.
以润扬悬索桥和斜拉桥钢箱梁应变时程数据为基础,分析了半年内两桥钢疲劳应力谱的特征;拟合了各自的疲劳损伤增量的概率密度函数。
6) Strain engineering
应变工程
1.
We conclude that,during the capping stage of the quantum dot,the strain is very critical for both the shape of the quantum dot and the optical characteristics;extension of the emission wavelength via quantum dot strain engineering is an effective means.
结果表明,在量子点加盖过程中,应变因素对其形貌和发光特性具有重要作用,以应变工程为基础的发射波长调控是拓展量子点波长发射范围的有效途径。
补充资料：保险保障程度
保险保障程度
【保险保障程度】企业在风险管理决策，选择保险方式时必须评估的企业的实际财务状况及最大可能损失额。它便于对保险实行不同程度、不同范围的选择。一般可分为必须保险保障、必要保险保障和一般保险保障。 必须保险保障主要是对需要强制保险的项目和预期损失非常严重的标的进行保险。 必要保险保障是对那些可能严重损害企业经营、造成严重的损失后果，但不致于使企业破产或倒闭的损失提供保障。 一般保险保障是为上述两类没有提供的所有种类的可保风险提供保险保障。这类损失不致于给企业带来严重影响，但在一定的程度上给企业生产经营带来不利。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条