国产无遮挡又黄又爽高潮,国产综合久久久久久鬼色,久久综合给合久久97色

TranslationMobile

彈性位移

"elastic" in Chinese : adj. 1.有彈力[彈性]的。 2.伸縮自如的，靈活的 ...
"displacement" in Chinese : n. 1.轉(zhuǎn)位，移動；取代，置換；(人的)流離失所。 2 ...
"elastic displacement of mill bousing" in Chinese : 機架牌坊的彈性變形
"propagation of elastic displacement" in Chinese : 彈性位移的傳播
"elastic" in Chinese : adj. 1.有彈力[彈性]的。 2.伸縮自如的，靈活的。 3.機變的，輕快 ...
"displacement" in Chinese : n. 1.轉(zhuǎn)位，移動；取代，置換；(人的)流離失所。 2.撤換，免職。 3. ...
"elastic elastic cartilage" in Chinese : 彈性纖維軟骨
"relief displacement，height displacement" in Chinese : 投影差
"collision, elastic" in Chinese : 彈性碰撞
"completely elastic" in Chinese : 離想彈性的; 完善彈性的
"constant, elastic" in Chinese : 彈性常數(shù)
"elastic absorption" in Chinese : 彈性吸收
"elastic abutment" in Chinese : 彈性供座; 彈性拱座
"elastic aftereffect" in Chinese : 彈性后效
"elastic afterworking" in Chinese : 彈性后效; 彈性馀效

Examples

The relations between accuracy , convergence of natural frequencies and transverse elastic displacement shape function , quantity of elements were discussed
計算實例表明，不同位形的機器人的頻率差別很大。
Abstract : in mixed - interface modal synthesis method , the substructural displacement is considered as the synthesis of the elastic displacement to interface free - points and the implicated displacement produced by the fixed - points
文摘:在混合界面模態(tài)綜合法中，子結(jié)構(gòu)的節(jié)點位移被視為相對于對接界面約束節(jié)點的彈性變形和伴隨約束節(jié)點的牽連運動位移之和。
Based on the idea of the measured displacement can be divided into elastic and plastic parts , elastic parameters can back analyzed by the elastic displacement , which is the measured instant after blasting excavation . the strength parameter can be got by plastic deformation , which is the measured during the period of construction loop without blasting excavation . lastly , depending on fenner formula , a new and valid evaluating criterion for tunnel stability is presented and the effect of deformation modulus , cohesion , internal friction angle and overburden can be considered
以解析理論為基礎(chǔ)提出一種實用而簡便的圓形洞室彈性反分析方法，且將其應(yīng)用推廣到其它洞型、分步位移等不同情況；提出一種圍巖強度參數(shù)反演方法，并對其可靠性進(jìn)行了初步研究； ( 4 )依據(jù)芬納公式提出了能夠考慮圍巖變形模量、強度參數(shù)、埋深等主要因素的、新的、有效的圍巖穩(wěn)定性評判方法。
Through numerical analysis of the double thin - wall flexible piers continuous rigid - frame bridge , the paper discusses the design influence of the double thin - wall flexible piers . based on the nonlinear programming , the paper thinks about elastic displacement of groundwork , from force analysis of the double thin - wall flexible piers continuous rigid - frame bridge , to draw to the method of parameter optimal design method
通過對雙薄壁墩連續(xù)剛構(gòu)橋的數(shù)值分析，探討了雙薄壁墩設(shè)計的影響因素，著重從雙薄壁橋墩連續(xù)剛構(gòu)橋的受力分析出發(fā)，以非線性規(guī)劃為基礎(chǔ)，提出了考慮基礎(chǔ)彈性變形的優(yōu)化設(shè)計方法。