脱硫吸收塔结构及荷载形式复杂，常规设计计算方法不能给出其应力和变形分布情况。
The structure and load form of the absorbing tower is complex and regular design and calculation method cannot give its distribution condition of the stress and deformation.
试件端面效应直接影响试件内的应力分布、试件破坏形式和剪切带图案。
End constraint has an influence on distribution of stress in rock specimen, failure pattern and pattern of shear zone.
该锚垫板结构更优化、锚下应力更小、分布更趋均匀，结构形式简单、重量轻、便于生产制造。
The anchor shim plate has more optimized structure, less stress under the anchor, more uniform distribution, simple structure form and light weight and is convenient for producing and manufacturing.
室内相似材料模拟试验结果显示了底板岩层竖直应力分布规律及采空区上覆岩层破坏形式。
The results of the simulation model experiment showed the vertical stress distribution of the bottom board rock and the failure form of...
本文对这三种加载形式进行了研究和分析，并用有限元素法计算了这三种加载形式在1—3面内的压应力和层剪应力的分布。
The three loading type are studied and analyzed, and calculated with finite element method for compressive stresses and interlaminar shear stresses distribution on 1-3 face.
该方法考虑土的应力应变关系和土坡失稳的破坏形式，从分析土坡应力分布的变化入手，直接确定临界滑裂面的位置，进而计算土坡总体安全系。
Beginning at the analysis of variation of stress distribution of a slop, the location of critical slip surface is directly determined, and the globe safety factor is calculated.
使用有机玻璃进行室内模型试验，实测了端墙的位移、路面板应力、端墙应力及土压力，验证了理论分析结果，获得了端墙背后土压力的分布形式。 连续配筋混投土路面结构研究。
The indoor model test using organic glass is carried out and the displacement, stress, earth pressure as well as its distribution type are measured to verify the theoretical values.
本文利用复变函数方法，研究了两个各向异性半平面的焊接问题，得到了应力分布的封闭形式解。
In this paper, the welding problem of two half-planes with anisotropic media is considered. By means of the complex variable method, the stress distribution is given in closed forms.
终极使得整个断层四周的应力发生“绕流”现象，形成了菱形的应力集中区这一特殊的分布形式。
Finally, it makes stress nearby total fault occur "flow around" phenomenon, and forms special distribution pattern that is stress concentration area of diamond.
对比分析闸墩上游预留竖井式、胶结式内锚头和U形锚固三种锚固形式的应力分布规律；并综合比较，推荐最终采用的锚固形式——U型锚固，为闸墩结构设计提供依据，对工程设计和施工具有参考价值。
The stress distribution has been compared and analysized among three forms of anchorage as obligating silo in upward side of the pier, cementing the inside anchor and U-type anchorage.
对预应力锚下结构的应力进行了比较详细的数值分析，根据锚下应力分布的特点，确定ST M锚下结构的形式和主要结构的尺寸。
The stress of the end block under the prestressed anchorage was analyzed by a numerical method, its results were used to design the structure under STM anchorage, which is named base plate.
求解得到的球轴承滚珠等效应力分布和最大接触压力分布为轴承设计和轴承失效形式分析提供了理论依据，具有工程参考价值。
The obtained ball bearings' equivalent stress and maximum contact pressure provide theoretical basis for bearings' design and failure form analysis and have engineering reference value.
求解得到的球轴承滚珠等效应力分布和最大接触压力分布为轴承设计和轴承失效形式分析提供了理论依据，具有工程参考价值。
The obtained ball bearings' equivalent stress and maximum contact pressure provide theoretical basis for bearings' design and failure form analysis and have engineering reference value.
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