片语

ultimate breaking capacity极限分断能力

ultimate flexure capacity极限弯曲能力

vertical ultimate bearing capacity竖向极限承载力

end ultimate bearing capacity桩端土极限承载力

overall power总功率

ultimate resistance capacity极限承载力

general power总功率；总电源；[数] 一般幂

stability ultimate bearing capacity稳定极限承载力

ultimate flexural capacity极限弯曲应力

lateral ultimate bearing capacity横向承载力

ultimate tension capacity抗拉极限承载力

英汉例句

• the solutions given can be flexibly used to calculate the ultimate capacity of all kinds of different special properties materials foundations.

  所给出的解可以灵活地适用于各种不同特性材料地基承载力的计算。

• the laws of the ultimate capacity ratio of k-joints and kk joints (namely multiplanar coefficient) varying with the main geometrical parameters were obtained.

  研究了kk型节点和k型节点极限承载力之比（即空间作用系数）随节点几何参数的变化规律。

• using yielding line theory, we educed ultimate capacity of slab-column connection which was bend destroy under vertical load, vertical load and unbalanced bend in the text.

  利用屈服线理论，推导出竖向荷载作用下、竖向荷载和不平衡弯矩共同作用下板柱节点发生弯曲破坏时的极限承载力。

• pasting cfrp, the ultimate capacity of rc arch bridge of is lower than that of pasting steel plates.

  粘贴碳纤维布加固与粘贴钢板加固相比，其承载能力提高量偏低。

• the result shows that the main factors affecting the ultimate capacity are the local deformation and instability of the bridge.

  结果表明，桥梁局部变形失稳是影响整体极限承载力的重要因素。

• the load-deflection curve of pole under wind load is solved based on the non-linear analysis. then the ultimate capacity of the pole and the type of the instability are determined.

  获得了单管塔在风载作用下的荷载-位移曲线、极限承载力、失稳类型判定方法等，对同类工程的分析具有一定的参考意义。

• the deformation not only reflects the flexure behavior of slab at every loading stage, but also affects the stress status on the surface of punching shear cone and the ultimate capacity of the slab.

  该变形反映了板在各个受力阶段的抗弯性能，也在很大程度上直接影响着沖切锥面上的应力分布和板的抗沖切能力。

• otherwise the ratio more than 0.2, at ultimate capacity state, cfrp can hardly reach the permissible strain and decrease more greatly with the in- crease of that ratio.

  当配筋特征值超过0.2以后，承载能力极限状态下碳纤维片材的拉应变均不能达到允许拉应变，加固效果显着降低。

• comparisons between experimental results and theoretical results show that the proposed method is accurate for calculating the ultimate capacity of continuous composite slab.

  与国内外的连续组合板试验结果的对比表明，提出的计算方法能够较为準确地计算连续组合板的极限承载力。

• the ultimate capacity of chs overlapped joints with greater diameter and thickness of through brace is reasonable.

  由分析可知，把直径较大和壁厚较厚的腹桿作为贯通腹桿节点，其极限承载力较高且构造较为合理。

• analysis of the ultimate capacity of continuous composite slab is made based on partial connection model and principle of structure mechanism. variable load conditions and parameters are considered.

  基于部分剪力连接模型，利用结构力学的基本原理，同时考虑了各种因素的影响，对不同工况作用下的连续组合板的极限承载力计算方法进行了推导。

• a superposition method is proposed for the ultimate capacity of steel reinforced concrete columns. 3-line or 4-line sketch curve mode is proposed.

  对型钢配筋柱的极限承载力提出了迭加的计算方法；对不同配筋形式柱的恢复力模型中骨架曲线分别采用三线型及四线型模型进行了计算；

• when diameter and thickness of lap brace became smaller, the ultimate capacity of both cw and tw type overlapped joints decreased compared with symmetrical overlapped joints.

  当搭接腹桿直径变小、壁厚变薄后，cw和唧型搭接节点极限承载力均相对对称节点下降。

• the deformation not only reflects the flexure behavior of slab at every loading stage, but also affects the stress status on the surface of punching shear cone and the ultimate capacity of…

  对沖切板在破坏前各受力阶段的挠度进行了计算，计算结果与实测曲线吻合良好。

• if ultimate capacity under bending at the beams end sections is considered, the flange breadth of bending beams may be the length of short shear wall.

  在考虑梁端负弯矩作用下的极限抗弯能力时，受弯梁的有效翼缘宽度可以近似算至短肢墻的肢端，即与短肢墻的肢长大致相同。

• the ultimate capacity of prestressed composite beams is 27.7% higher than that of reinforced concrete ones.

  预应力组合梁比普通组合梁的极限荷载可提高27.7%；

• based on the characteristic that the pile top settlement changes with the load during the single pileplate load test, the grey prediction model of the single pile ultimate capacity was established.

  依据单桩载荷试验中桩顶沉降随荷载变化的特征，建立了单桩极限承载力的预测模型，并通过工程实例对单桩极限承载力进行了灰色预测。

• when the ratio not more than 0.2, cfrp tensile strain can reach or exceed the permissible strain at ultimate capacity state, and therefore cfrp can work efficiently.

  当配筋特征值不大于0.2时，承载能力极限状态下碳纤维片材的拉应变可以接近或超过允许拉应变，因此可以有效地对受弯构件正截面承载力进行加固；