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- failure assessment bar element 失效评估杆元
- The scroll bar element is disabled. 滚动条元素处于热状态。
- The failure assessment diagram (FAD) method is very effective to the EGA of the pipelines. 失效评定图(Failure Assessment Diagram，FAD)方法是进行管道ECA评估非常有效的方法，该方法是英国中央电力局(CEGB)首先提出的。
- Unfortunately, there's no progress bar element built into ASP.NET, so Dino Esposito solves that problem with his ProgressPanel control. 遗憾的是;ASP.;NET中没有内置任何进度条元素;因此Dino Esposito利用其ProgressPanel控件解决了这一问题。
- At the some time the general failure assessment curve of CEGB R/H/R6 (Rev. 3) may apllied to defect assessment of vessels nozzle high strain region. 研究表明各种椭圆孔、各种裂纹尺寸、各种载荷条件下的失效评定曲线是有很窄的分散带,同时现有的通用失效评定曲线可以适用于压力容器接管高应变区内缺陷的安全评定。
- R6 failure assessment diagram method belongs to the approximate graphical method, its assessment result is much conservative. R6的失效评定图法属近似的图解评定方法，评定结果最为保守；
- This paper focuses on the basic members such as the 3-D bar element, cable element and tower-column element, as well as the nonlinear dynamic responses of the CSRS. 文中导出了空间杆单元几何非线性刚度矩阵，阐明了斜拉索的非线性特性和塔柱计算，给出了结构非线性动力响应计算策略并做数值分析。
- The failure assessment of a three span statically indeterminate continuous beam is conducted, and some further issues of failure assessment are mentioned. 对一个三跨超静定连续梁进行了失效评估，提出了若干失效评估需进一步研究的课题。
- A new calculation model for the second order elastic analysis of plane steel bar element structures is presented by replacing the general bar element with a new one, which has two rotational springs at its ends. 用两端带转动弹簧的杆单元代替一般的杆单元,提出了一种新的平面杆系钢结构二阶弹性分析计算模型。
- In this paper,the fracture toughness of Q345 steel was measured by J integral,and then,the failure assessment curves of Q345 steel were determined using option-3 curve and option-1 curve in CEGB-R6 standard. 应用J积分法测定了Q345的断裂韧性,并采用R6方法中的选择3曲线和通用曲线绘制了其失效评定曲线。
- This paper has also derived the unit stiffness matrix of bar element on which the moment of some nodes is over the elastic ultimate moment and discussed the convergent properties of computing method. 把水压机活动横梁假设成一交叉梁系,对其做了弹塑性有限元分析,导出了部分节点弯矩超过弹性极限时的梁单元刚度矩阵,讨论了计算方法的收敛性。
- The J-integral failure assessment curves(FAC)of cracks at the semi-elliptical single edge notch crack plates(SENCP)are caculated,some factors affecting FAC are dis cussed in details. 计算了单边椭圆缺口试件（SENCP）高应变区裂纹的J积分失效评定曲线（FAC），考察了影响FAC的几种因素。
- He tried to put a bold face on his failure. 他对自己的失败装出一副满不在乎的样子。
- The cake we made was somewhat of a failure. 我们做的蛋糕不大成功。
- stochastic finite bar element method 随机有限杆单元法
- The calculated side wall displacements coincide well with the values measured.The results of calculation using bolted body elements to that with bar elements are com-pared . 所得洞周位移计算值与实测值吻合较好，并对比了使用锚固体单元和杆单元的计算差异。
- probability failure assessment curve 概率失效评定曲线
- Sequential organ failure assessment 序贯器官衰竭估计评分
- Performance and Failure Assessment Monitor 性能与故障评定监控器
- failure assessment diagram (FAD) 失效评定图
