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maximum shearing in Chinese

Pronunciation:
How to pronounce "maximum shearing""maximum shearing" in a sentence

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  • 最大剪切力

Examples

  • Draw the element for maximum shear stress and mark values of all stresses .
    畫出最大剪應(yīng)力的單元體并標(biāo)出全部應(yīng)力值。
  • In developing equations for maximum shear stresses, the special case will be considered .
    在導(dǎo)出最大剪應(yīng)力表達(dá)式時(shí)，將考慮一種特殊情況。
  • The maximum shearing stress to which the material is subjected has a value equal to the radius of the circle .
    材料承受的最大剪斷應(yīng)力數(shù)值等于圓的半徑。
  • Maximum shear strain
    最大剪應(yīng)變
  • The results showed that most multiaxial fatigue cracks were initiated and propagated along the direction of maximum shear plane or on the direction perpendicular to the tubular specimen ' s axis
    研究表明，多軸疲勞裂紋主要是沿最大剪切平面或垂直于管形試樣的軸線方向擴(kuò)展。
  • It is shown that distribution of dynamic response of dam is mainly alike . the maximum acceleration , the maximum displacement and the maximum shear stress are different obviously
    可以看出，兩種方法算得的壩體動(dòng)力反應(yīng)分布規(guī)律基本一致，但壩體的峰值加速度、峰值位移及峰值動(dòng)剪應(yīng)力等均有明顯的差別。
  • The information along 3d maximum shear stress tracing line is completely ascertained with the method of parameter transformation , then the changing rule of the normal stress along 3d maximum shear stress tracing line is discussed based on cobevel method
    摘要利用坐標(biāo)變換法證明了一般三維塑性流動(dòng)問題任意點(diǎn)應(yīng)力狀態(tài)，可以完全由三維最大剪應(yīng)力跡線上的信息確定，進(jìn)而利用共斜面法給出了三維塑性流動(dòng)問題沿最大剪應(yīng)力跡線正應(yīng)力的變化規(guī)律。
  • Abstract : the information along 3d maximum shear stress tracing line is completely ascertained with the method of parameter transformation , then the changing rule of the normal stress along 3d maximum shear stress tracing line is discussed based on cobevel method
    文摘:利用坐標(biāo)變換法證明了一般三維塑性流動(dòng)問題任意點(diǎn)應(yīng)力狀態(tài)，可以完全由三維最大剪應(yīng)力跡線上的信息確定，進(jìn)而利用共斜面法給出了三維塑性流動(dòng)問題沿最大剪應(yīng)力跡線正應(yīng)力的變化規(guī)律。
  • At this background , though coupling beams with the small ratio of the span to depth have no sufficient test results , in order to satisfy the needs of engineering design , the code for design of reinforced concrete high - rise structure ( jgj3 - 2002 ) still adopt the design method of decreasing the maximum shear force and increasing the quantity of stirrups . but in china code for design of concrete structures ( gb 50010 - 2002 ) the content of seismic design methods for these kinds of coupling beams continue to be blank
    在這一背景下， 《高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程》 ( jgj3 - 2002 )為了滿足工程設(shè)計(jì)需要，對(duì)小跨高比連梁在沒有充分試驗(yàn)結(jié)果的情況下，仍采用降低最大作用剪力和提高箍筋用量的設(shè)計(jì)方法(雖然這種方法已被國(guó)外試驗(yàn)證明在跨高比小于1 . 50的連梁中是肯定不能保證延性要求的) ，而《混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》 ( gb50010 - 2002 )則把這部分內(nèi)容繼續(xù)留作空缺。
  • Panel zones usually are very ductile elements capable of undergoing severe inelastic strain reversal without a decrease in strength . maximum strength and stiffness of frames is attained when all joints are design for the maximum shear force that can be developed based on the strength capacity of the members framing into joint
    可以說整個(gè)框架的強(qiáng)度、剛度很大程度上依靠節(jié)點(diǎn)域的抗剪性能，通過加設(shè)補(bǔ)強(qiáng)板的方法，可以改善框架在側(cè)向力作用下的承載力，剛度和抗震性能。
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