elastic stage中文是什么意思

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中文翻譯
造句

彈性階段
彈性狀態(tài)

elastic adj. 1.有彈力[彈性]的。 2.伸縮自如的，靈活的 ...
stage n. 1.講臺(tái)；舞臺(tái)；戲院，劇場(chǎng)；〔the stage〕 ...
elastic adj. 1.有彈力[彈性]的。 2.伸縮自如的，靈活的。 3.機(jī)變的，輕快的。 an elastic body 彈性體。 elastic braces 松緊吊褲帶。 elastic force 彈力。 an elastic principle 靈活性的原則。 elastic ribbon 松緊帶。 an elastic temperament 開(kāi)朗的性格。 n. 橡皮線，松緊帶，橡皮圈。 adv. -ally
a stage a階樹(shù)脂
a-stage 初期狀態(tài)
at this stage 現(xiàn)階段; 眼下, 暫時(shí)
by stage 分批分期
in the stage 在某一階段(時(shí)期)
on the stage 當(dāng)演員; 在舞臺(tái)上
stage n. 1.講臺(tái)；舞臺(tái)；戲院，劇場(chǎng)；〔the stage〕戲劇，戲劇藝術(shù)；戲劇文學(xué)；〔the stage〕戲劇業(yè)；劇壇。 2.(活動(dòng))舞臺(tái)；活動(dòng)范圍(場(chǎng)所)；注意中心。 3.(顯微鏡的)鏡臺(tái)。 4.(發(fā)展的)階段，時(shí)期，程度，步驟。 5.【電影】室內(nèi)攝影場(chǎng)。 6.(建筑用的)腳手架；棧橋，浮碼頭，躉船。 7.站，驛站；一站路的行程；驛馬車(chē)，公共馬車(chē)[汽車(chē)]。 8.【地質(zhì)學(xué)；地理學(xué)】(地層的)階，段，程；(地文的)期。 9.浮碼頭，躉船 (＝landing stage)。 a stage hog 〔美國(guó)〕愛(ài)到舞臺(tái)正面去表現(xiàn)自己的演員。 stage attitude 表演(藝術(shù))。 stage presentation 上演，上場(chǎng)。 in the early stages 在初期。 the larval stage 幼蟲(chóng)期。 The proposal has not yet passed the discussion stage. 這個(gè)提案還沒(méi)有通過(guò)討論階段。 The disease now occupies the centre of the medical stage. 這種病現(xiàn)在是醫(yī)學(xué)界的注意中心。 at the stage of being 暫時(shí)，在目前。 be on the stage 過(guò)演員生活。 bring on [to] the stage 上演(戲劇)；扮演。 come on [upon] the stage 上舞臺(tái)，進(jìn)入社會(huì)(活動(dòng))。 go on the stage 做演員。 hold the stage 繼續(xù)上演；引人注目。 put on the stage 上演，扮演。 quit the stage 退出舞臺(tái)；辭職，退出…界。 take to the stage 做演員。 travel by long [easy, short] stages 匆匆[從容]旅行；趕著[拖拖拉拉地]做。 vt. 1.演出，搬上舞臺(tái)，上演。 2.〔美國(guó)〕籌辦，舉行，發(fā)起(某事)。 vi. 1.坐公共馬車(chē)旅行。 2.(劇本)適于上演，上舞臺(tái)。 stage a comeback 〔美國(guó)〕卷土重來(lái)，恢復(fù)原有地位；再度走紅，復(fù)辟；(花)重開(kāi)。 This play stages only one woman character among the armymen. 這出戲只有一個(gè)女角色在男性軍人之中。 Teachers of the Arts College are going to stage an exhibition. 藝術(shù)學(xué)院的教師們?cè)诨I劃著要舉辦一個(gè)展覽。 stage a meet 〔美國(guó)〕舉行比賽。
the stage of 八人忍地
elastic elastic cartilage 彈性纖維軟骨
stage by stage 逐步地
collision, elastic 彈性碰撞
completely elastic 離想彈性的; 完善彈性的
constant, elastic 彈性常數(shù)
elastic absorption 彈性吸收
elastic abutment 彈性供座; 彈性拱座
elastic aftereffect 彈性后效
elastic afterworking 彈性后效; 彈性馀效
elastic airscrew 彈性螺旋槳
elastic analogy 彈性模擬
elastic analysis 彈性分析
elastic anisotropy 彈性蛤異性; 彈性各向同性; 彈性各向異性
elastic anklet 彈性踝套

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例句與用法

The results from formulas in the paper can agree better with the fem and test results in the elastic stage of composite beams
用本文提出的各計(jì)算公式算得的結(jié)果與試驗(yàn)和有限元分析結(jié)果吻合良好。
Based on shear stress - strain relation of soft soil , an approximate solution to the coefficient of subgrade reaction in elastic stage is proposed
在對(duì)軟土流變研究的基礎(chǔ)上，采用抗剪強(qiáng)度折減的方法在基坑工程中考慮流變的影響。
3 ) according to test study and theoretical analysis , the paper suggested different mechanical models for different stages . ( 1 ) elastic stage
3 )在試驗(yàn)研究及理論分析的基礎(chǔ)上，提出了墻體在不同階段所采取的力學(xué)模型以描述剪切型破壞墻體的全過(guò)程受力特點(diǎn)。
Thus the numerical analysis testifies that the service stages of the pre - stressed and hollow concrete slabs with mid - strength spiral - ribs steel wires can also be separated to the elastic stage , cracking stage and failure stage
數(shù)值分析程序驗(yàn)證了中強(qiáng)螺旋肋鋼絲預(yù)應(yīng)力混凝土空心板的工作階段也可分為彈性工作階段、帶裂縫工作階段和破壞階段。
Solid65 element in ansys software was used to analyze and simulate these beams , a comparative agreement between theory and experiment on elastic stage was found . but more researches need further to make on plastic stage
此外，用ansys有限元軟件的solid65單元進(jìn)行數(shù)值仿真，計(jì)算結(jié)果同試驗(yàn)結(jié)果進(jìn)行比較，發(fā)現(xiàn)彈性階段兩者吻合得比較好，但在塑性階段還有待于進(jìn)一步開(kāi)展研究。
Stress decreases rock seepage character in elastic stage , while erosion damage increases it . under some conditions , the influence of stress to seepage may be shielded by erosion damage . obtaining the distribution of seepage field , tunnel external water pressure can be calculated in two ways : 1
高應(yīng)力使裂隙閉合，一般是降低巖體的滲透性，而水化水力損傷則增加巖體滲透性，在腐蝕損傷發(fā)育到一定階段，應(yīng)力對(duì)滲透性的這種影響則可能會(huì)被屏蔽。
On the basis of theory analysis , we have set up the ideal mode of high toughness and strength lightweight aggregate concrete , which sets an important basis for the designation , preparation and produce of hslc , and we also set up the brittleness destruction model of high - strength lightweight aggregate according to many experimental data . the course of hslc ' s destruction includes four stages : elastic stage of line , strengthening stage , stage of falling of stress and soften stage
通過(guò)實(shí)驗(yàn)分析了高強(qiáng)輕集料混凝土脆性的影響因素：水膠比、砂率、膠凝材料組成和輕集料種類(lèi)，以及它們與高強(qiáng)輕集料混凝土脆性之間的關(guān)系；在實(shí)驗(yàn)和理論分析的基礎(chǔ)上，建立了高強(qiáng)輕集料混凝土的理想模型，為設(shè)計(jì)、制備和生產(chǎn)高強(qiáng)高韌性輕集料混凝土提供了理論依據(jù)。
According to the bearing capacity , rigidity , failure mode and deformation capcacity , the paper put forward four - line restoring force style of multi - ribbed slab . through multiple experment date compare , the paper concluded the reduction factor of rigidity of other stage to elastic stage
根據(jù)密肋復(fù)合墻板的承載力、剛度以及破壞模式與變形性能，提出了密肋復(fù)合墻板的四線型恢復(fù)力模型，在此基礎(chǔ)上根據(jù)多次試驗(yàn)數(shù)據(jù)擬和進(jìn)而得出其它各階段的剛度相對(duì)于彈性剛度折減系數(shù)。
Erosion damage decreases rock load area , after defining damage variable , the damage stress in rock can be calculated by the method bring forward by lemaitre conveniently . for surrounding rock of a deep buried tunnel under the condition of drained , its seepage character is not only controlled by the high stress in rock , but also influenced by the development of erosion damage . in the whole course of rock " s deformation and failure , its seepage character decreases with the increment of stress in elastic stage , while " increases with the development of failure
巖樣中全應(yīng)力?應(yīng)變?nèi)S滲透試驗(yàn)過(guò)程中的典型表現(xiàn)為隨著應(yīng)力的增加，巖體內(nèi)的空隙和裂紋受載閉合，滲透性降低，應(yīng)力達(dá)到一定閾西南交通大學(xué)鷹士研究生學(xué)位論文第11頁(yè)值后，巖體內(nèi)部裂紋發(fā)生擴(kuò)展和歸并，滲透性增強(qiáng)；同樣，地下水的動(dòng)、靜壓力作用對(duì)裂紋的擴(kuò)展和歸并也起著促進(jìn)作用。
8 ) the paper , according to test simulation and theoretical computation , suggested a retrogressive qua - linear restoring force model , proposed possible failure modes under earthquakes and the reasonable failure mode , probed aseismic design method , and advised detail requirements . the originality of the thesis lies in : 1 ) to establish different mechanical models for different stages . during elastic stage , the wall was equaled to an elastic composite slab
8 )根據(jù)試驗(yàn)擬合和理論計(jì)算，給出了墻體的退化四線型恢復(fù)力模型;提出了密肋復(fù)合墻體在地震作用下可能發(fā)生的破壞模式和合理的破壞模式;結(jié)合抗震控制設(shè)計(jì)思想，探討了密肋復(fù)合墻體的抗震設(shè)計(jì)方法，并提出了保證結(jié)構(gòu)計(jì)算模型簡(jiǎn)化及增強(qiáng)結(jié)構(gòu)整體性能的施工構(gòu)造要求。

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其他語(yǔ)種釋義

elastic stageとは意味：弾性域｛だんせいいき｝

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