maximum shearing中文是什么意思

發(fā)音:

中文翻譯
造句

最大剪切力

maximum n. (pl. maximums, -ma ) 極點(diǎn)，最 ...
shear vt.,vi. (sheared, 〔古語〕 shore ...
magnitude of maximum shearing stress 最大剪應(yīng)力值
maximum shearing stress 最大剪應(yīng)力
maximum shearing stress theory 最大剪應(yīng)力理論
plane of maximum shearing stress 最大剪應(yīng)力面
shearing 刮布; 剪斷; 剪毛; 剪切,剪割; 剪取的羊毛; 剪羊毛; 切變; 切斷加工; 切割; 直立截槽法
maximum n. (pl. maximums, -ma ) 極點(diǎn)，最大，最高，最高額，最大值；最高點(diǎn)；最大限度；【數(shù)學(xué)】極大(值)(opp. minimum)。 The excitement was at its maximum. 興奮到極點(diǎn)。 adj. 最大的，最高的，頂點(diǎn)的，最多的。 maximum draught [draft] 【航海】最大吃水深度。 maximum obscuration 【天文學(xué)】蝕甚。 a maximum range 最大射程。 a maximum thermometer 最高溫度計(jì)。
bevel shearing 斜切
cataclastic shearing 碎裂剪切作用
cattle shearing 家畜剪毛
chemical shearing 化學(xué)毛
clockwise shearing 順時(shí)針扭動(dòng)
close shearing 重剪
cold shearing 冷剪切
counterclockwise shearing 反時(shí)針扭動(dòng)
crocodile shearing 鱷口剪
degradation with shearing 剪切降解
dilution shearing 剪切稀釋; 稀釋剪切
double shearing 迭板裁斷; 疊板裁斷
elasticity of shearing 剪切彈性
emergency shearing 緊急事故剪切
faulty shearing 誤行剪毛
guide shearing 導(dǎo)衛(wèi)剪傷
hand shearing 手工剪毛

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例句與用法

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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