strain vt. 1.用力拉,拉緊,抽緊,扯緊。 2.使緊張;盡量使用(肌肉等)。 3.強迫,強制;濫用,盡量利用。 4.拉傷,用力過度而弄傷,使工作過度;使用過度而弄壞;扭傷。 5.曲解,牽制附會。 6.【機械工程】使變形,扭歪。 7.抱緊。 8.濾 (out)。 vi. 1.盡力,拼命努力。 2.拉,拖 (at)。 3.扭歪,彎曲,快要折斷。 4.濾過,滲出。 5.不肯接受。 strain one's ears 豎起耳朵注意聽。 strain one's voice 拼命呼喊。 strain one's eyes 睜大眼睛看。 strain one's wit 絞盡腦汁。 strain oneself 過勞。 strain one's authority 濫用權(quán)力。 strain sb.'s good temper 利用某人脾氣好。 Mary strained her baby to the breast. 瑪麗把小孩緊抱在懷里。 strain a rope to the breaking point 將繩拉緊到快要斷的程度。 strained relations between officers and men 搞得不好的官兵關(guān)系。 strain the law 曲解法律。 a strained interpretation 歪曲的翻譯;牽強的解釋。 He is straining under their pressure. 他是在他們的壓力之下苦撐著。 It's the nature of plants to strain upwards to the light. 植物的本性是向上挺竄爭取陽光。 You, too, will strain at such a demand. 你也會難以接受這樣的要求的。 strain a point 逾分,過分,任意(曲解)。 strain after 盡力追求,拼命想得到[做到]。 strain at 為,辛苦[用氣力,費神,盡力]。 strain at a gnat 為小事過分操心。 strain at the oar 拼命劃。 strain courtesy 太講禮貌,過分客氣。 strain every nerve 傾全力;全神灌注 (to do)。 strain under pressure 在壓迫下拼命掙扎。 n. 1.拉緊;緊張;盡力,出力。 2.過勞,使用過度;濫用,利用。 3.扭筋,脫臼。 4.【物理學】變形,歪曲;應(yīng)力,張力;脅變,應(yīng)變。 5.曲解。 put a great strain on sb.'s resources 使人擔負過重的經(jīng)濟負擔。 It was a great strain on my resources. 這在我財力上是一個很大的負擔。 at full [utmost] strain=be on the strain 緊張,拼命。 stand the strain 拼命忍受。 under the strain 因緊張;因過勞。 n. 1.血統(tǒng),家世;族,種;【生物學】品系,系;菌株;變種,小種。 2.性格,脾氣;傾向,氣質(zhì)。 3.語氣;筆調(diào),文風;作風。 4.〔常 pl. 〕一段音樂,歌曲;詩歌。 5.一陣子滔滔不絕的言詞;一陣子難聽的話。 She comes of a peasant strain. 她出身于世代農(nóng)家。 The Germany strain in him makes him like philosophy. 他的德意志民族的血統(tǒng)使得他喜歡研究哲學。 good strains of seed 良種。 a hybrid strain 雜交種。 a meat strain 肉用品種。 He has a strain of melancholy in him. 他有點憂郁。 in the same strain 以同樣調(diào)子[作風]。 It was the commencement day and the head master would talk in a lofty strain. 那天是開學典禮,是校長高談闊論的日子。
So it is impossible for enstatite to decompose to oxides between 50 to 140gpa . ( 5 ) the bulk modulus k0s and its first derivative of pressure k0s " were calculated from the experimental hugoniot data , by using eularian limit strain theory 3 )根據(jù)本文頑火輝石hugoniot實驗數(shù)據(jù)(結(jié)合前人的實驗數(shù)據(jù)l用歐拉有限應(yīng)變理論計算得到的頑火輝石零壓炸彈性模量及其對壓力的一階導(dǎo)數(shù)為: k叮一266gpa , k ; ,二4
In order to assure the bonded - strengthened beams to have ductility and fully exert the compressive capability of concrete , the paper deduces the lower limit compressive height used in design from the plane section assumption and theory of limit destruction . the lower limit compressive height is when the strain of compressive edge fiber reaches its peak value ( 0 . 002 ) and the externally bonded material reaches its limited strain ( 0 . 01 ) 由平截面假定和界限破壞理論,并保證粘貼加固梁具有一定的變形能力和較為充分地發(fā)揮混凝土的抗壓性能,本文以受壓區(qū)混凝土邊緣應(yīng)變達到峰值應(yīng)變( 0 . 002 ) ,而加固材料應(yīng)變剛好達到極限值( 0 . 01 )的界限破壞時混凝土受壓區(qū)高度做為粘貼加固梁設(shè)計高度的下限值_ ( c0b ) h 。