Chinese translation for "收缩效应"
|
- contraction effect
pinch effect
shrinking effect
Related Translations:
表面收缩: surface contractionsurface shrinkage 收缩裂隙: contraction crackshrinkage crack 收缩标志: settle markshrinkage mark 收缩修正: constriction correctioncontraction correction 光谱收缩: spectral condensation 重叠收缩: overlapping of the contraction
- Example Sentences:
| 1. | It is evident from these data that the crystal structure determines the frequency position , and clearly shows the effect of the lanthanide contraction in this series of compounds
这些数据表明振动频率取决于晶体结构并揭示了镧系收缩效应对振动频率的规律性影响。 | | 2. | Results : part 1 effect of iron on contraction in rat endothelium - denuded aortic rings ( 1 ) ferric ammonium citrate ( fac ) ( looumol / l ) caused a phasic response with an initial transient contraction followed by relaxation in thoracic aortic ring
（ l ） 100pmol几拘磅酸铁（ ferricammoniumcitrate ， fac ）对血管具有直按收缩效应，可引起大鼠主动脉环发生相位性收缩。 | | 3. | Although osteoporosis is multifactorial , physical activity is important to the skeleton at any age because the associated weight - bearing and muscular activity stimulates bone formation and increases or at least stabilizes bone mass while immobilization leads to rapid bone loss
而骨质疏松症虽属多因子疾患，然历来文献已指出身体活动对骨骼的影响适用于任何一个年龄，其带来的承重与肌肉收缩效应通常能提供有效的外力以刺激骨形成或稳定骨量。 | | 4. | According to the design theory of the cable - stayed bridge and to the feature of the cantilever construction the authors propose a construction control method called optimum completion state method ( ocsm ) for rc cable - stayed bridges in the proposed method , the optimum completion state is regarded as the final target of the construction control , and the optimum construction state at each construction stage is taken as the technical route the key of the method is to properly choose or adjust the cable forces the objectives function of optimization is to minimize the elevation error of the girder under the constraint condition that the internal forces ( bending moments ) of the girder are bounded the optimization variables are the cable forces on the basis of the above principles , a optimum model for a construction step is established and cable force adjustments can be found for each construction step in this model , the creep and shrinkage effects of concrete have been considered a bridge example is given which shows that the final state of the bridge is very close to the design aim and that this method is much better than the so - called double - control method the example is a good illustration of the soundness and practical value of the proposed method
根据现代斜拉桥结构设计理论和悬臂施工方法的特点，提出了以最佳成桥状态作为施工控制的最终目标，以实施最佳施工阶段为技术路线，以索力调整为核心内容的斜拉桥施工控制理论，简称为最佳成桥状态法；以斜拉桥主梁标高误差最小为目标函数，以主梁内力(弯矩)为约束条件，以索力为优化变量，建立了最佳施工阶段的索力调整计算模型；推导了考虑徐变收缩效应的索力调整计算公式；用最佳成桥状态法对一实桥工程进行了施工控制全过程计算研究，得到的成桥状态与设计目标相当接近，优于该桥以“双控”为控制目标的实测结果，有力地证明了本文方法的正确性及其工程实际价值 | | 5. | Through the theoretical calculation and parameter analysis and compared the result with general composite beam , the results show that the section stress redistributed by the effects of concrete shrinkage and creep and tensile stress by difference temperature will be greatly reduced . the forcing characteristic of this
通过理论计算和有限元参数分析,与常规组合结构进行对比,验证了预应力波形腹板组合结构具有大大减小徐变引起的应力重分布及温差和收缩效应在混凝土板产生的拉应力值、对加载龄期和持荷龄期不敏感的特点,结构受力性能非常优越。 | | 6. | On the basis of relative researches in the world , according to the study status of steel - concrete composite slab , which would be widely used in modern bridge , modified equivalent inflexibility of steel - concrete composite slab was deduced by use of conversion section principle in this paper ; based in this , this paper put forwards the theory of ultimate flexural capacity of steel - concrete composite slab in consideration of slip effect , and introduces the practical simplified method for calculating flexural deformation of steel - concrete composite slab in consideration of the effect of steel studs and welded wire , and conclude that the methods in this paper is veracious and reliable , comparing with the traditional calculating mode ; morever , this paper put forwards the calculating theory and program of the effect analysis of creep and shrinkage to steel - concrete composite slab , using conversion elastic modulus principle , and testifies that the theory is right and the program is reliable and practical
本文在国内外研究成果的基础上，针对压型钢板与混凝土组合板结构在现代桥梁建设中广泛应用前景和研究现状，利用换算截面法导出了压型钢板与混凝土组合板结构的修正等效惯性矩；在此基础上，又推出了考虑压型钢板与混凝土之间的相对粘结滑移影响的压型钢板与混凝土组合板结构极限抗弯承载能力计算理论，并介绍了考虑栓钉、联结件影响的压型钢板与混凝土组合板结构简化实用挠曲变形计算公式，而且通过与传统计算理论的分析比较，表明本文提出的计算理论公式的准确可靠性；此外，采用换算弹性模量比法着重提出了压型钢板与混凝土组合板结构的徐变、收缩效应分析的计算理论和程序，并通过实例分析计算证明了理论的正确性、程序的可靠性和实用性。 |
- Similar Words：
- "收缩线" Chinese translation, "收缩线性算子" Chinese translation, "收缩线状组构" Chinese translation, "收缩相" Chinese translation, "收缩象" Chinese translation, "收缩效应电流" Chinese translation, "收缩型流量表" Chinese translation, "收缩型小外形封装" Chinese translation, "收缩形水管" Chinese translation, "收缩形状" Chinese translation
|
|
|
