上模夹具配有挠度补偿装置。
Upper punch clamping fitted with deflection compensation device.
建立了弹性地基上的正交异性矩形薄板弯曲挠度函数微分方程的一般解。
A general solution to differential equation for deflection function in bending problem of orthotropic rectangular thin plate on elastic foundation is established.
建立了弹性地基上的正交异性矩形薄板弯曲问题挠度函数微分方程的一般解。
A general solution of differential equation for deflection function in bending problem of orthotropic rectangular thin plate on elastic foundation is established in this paper.
在此基础上研究了滑移对组合梁挠度、弹性抗弯强度及极限抗弯强度的影响，并建立起相应的计算公式。
Moreover, the influences of slip for deflection, elastic flexural capacity and ultimate flexural strength are researched, and corresponding formulas are inferred.
在前述方法的基础上，提出了拱桥承载力的评定方法，即先利用单荷载工况建立基于挠度残差值的目标函数，修正模型的弹性模量和几何参数。
At first it sets up objective function on the basis of the deflection difference of the single working and updates the elastic modulus and geometric parameter of the model.
首先应用小挠度弹性理论，在一些合理简化假设的基础上，推导自平衡索桁架的初始刚度、松弛刚度及临界松弛荷载公式。
Based on the small-deflection elastic theory and some simplified assumptions, the initial stiffness, the slack stiffness and the critical slack load have been derived theoretically.
试验梁的挠度、裂缝间距和最大裂缝宽度与钢筋应力、钢筋直径和配筋率等因素的关系基本上可用现有模型预测。
The relationship of deflection, crack spacing and maximum crack width with the stress, diameter and ratio of steel bars can be predicted by existing model presented in the code.
在混凝土徐变的研究基础上，运用混凝土的徐变产生机理，研究徐变对桥梁结构挠度和内力的影响。
Based on the research of concrete creep and using the mechanism of concrete creep, the impact of creep of concrete bridge linearity and internal force is studied in this paper.
在满足正截面承载力要求的基础上，分析了纵向配筋率的变化对挠度及最大裂缝宽度的影响。
Based on meeting the requirements of flexural strength, the effects made by ratio of longitudinal reinforcement on deflection and maximum value of crack width are analyzed.
开裂和挠度，因此在钢筋混凝土的成员基本上是无法挽回的，一旦在业务负荷已达到其极限状态。
Cracking and deflection are therefore essentially irrecoverable in reinforced concrete once the member has reached its limit state at service load.
理论上采用大挠度的应变——位移关系，建立了圆柱壳单元的弹性刚度矩阵和几何刚度矩阵。
The elastic stiffness matrix and the geometrical stiffness matrix for a element of cylindrical shells been established by the relation ship of strain displacement in a lange deflection.
上模配有挠度补偿装置。
可设定规格、跨距，在触控屏上实时显示实测挠度、试验时间、受力弯曲角度、变形角度，并可由打印机打印出测试数据。
Specification and span can be set. Touch screen displays test time, distortion angle and etc on real time. And printer can print the testing data.
用无奇点边界元法和土力学中的分层总和法联合处理弹性地基上的薄板，求解板上选点的挠度，从而求得板的内力。
The total and differential settlements of representative sites were computed with layer wise summation method in conjunction with typical section of Shanghai-Nanjing expressway.
上模经热处理后，耐磨性好，上模配有斜楔式挠度补偿机构。
Super model is treated by heat and good wearproof function and set with twisting compensation structure.
上模经热处理后，耐磨性好，上模配有斜楔式挠度补偿机构。
Super model is treated by heat and good wearproof function and set with twisting compensation structure.
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