釘狀的 的英文怎麼說
中文拼音 [dīngzhuàngde]
釘狀的
英文
helatoform-
A pair of new inodorous halfsilk black ladies hose, a pair of new violet garters, a pair of outsize ladies drawers of india mull, cut on generous lines, redolent of opoponax, jessamine and muratti s turkish cigarettes and containing a long bright steel safety pin, folded curvilinear, a camisole of baptiste with thin lace border, an accordion underskirt of blue silk moirette, all these objects being disposed irregularly on the top of a rectangular trunk, quadruple battened, having capped corners, with multicoloured labels, initialled on its fore side in white lettering b. c. t. brian cooper tweedy
一雙嶄新沒有氣味半絲質的黑色女長筒襪,一副紫羅蘭色新襪帶,一條印度細軟薄棉布做的大號女襯褲,剪裁寬松,散發著苦樹脂素馨香水和穆拉蒂牌土耳其香煙的氣味,還別著一根鋥亮的鋼質長別針,折疊成曲線狀。一件鑲著薄花邊的短袖麻紗襯衣,一條藍紋綢百褶襯裙。這些衣物都胡亂放在一隻長方形箱蓋上:四邊用板條釘牢,四角是雙層的,貼著五顏六色的標簽,正面用白字寫有首字b . c . t布賴恩庫珀特威迪。On the basis of the others, according to the constructional feature of the constitution of the composed soil nails, the computation mode of the he strut frame made of composed soil nails was set up to analyze the distortion of the he strut frame made of composed soil nails when it is stressed. with the engineering data, the strut frame made of composed soil nails is analyzed with the program ababqus, and the effects of the distortion characters, the property of the deposition of the ground, the mechanical property of the soil nails, the variation of the length and the separation of the soil nails, and the diametric of the mixing piles on the strut frame made of composed soil nails, and the distortion property of the strut frame made of composed soil nails under different ground conditions
在總結前人的研究成果下,針對復合土釘墻構造的特點,建立了模擬復合土釘墻受力變形的計算模型,並結合工程實測資料,運用大型通用有限元程序ababqus對復合土釘墻進行了有限元分析,詳細討論了復合土釘支護結構開挖過程中的變形特性、地面沉降性狀、土釘受力性狀;土釘長度變化、土釘間距變化、攪拌樁樁徑變化對復合土釘支護結構的影響;復合土釘支護結構在不同地基條件下的變形特性。The paper also has a research on the influence of compound soil nailing behavior in the perspective of silt and hardpan of the effect of the width of soil - cement mixing piles. 3. with the analysis of various effecting factors on compound soil nailing, the paper holds a analysis of the mechanism ’ s essence of the compound soil nailing
2 .深入分析了土體的彈性模量,水泥攪拌樁的彈性模量,水泥攪拌樁擋墻的寬度,土釘長度的變化以及土釘傾角的變化對復合型土釘墻變形性狀和土釘軸力的影響,以及水泥攪拌樁擋墻的寬度在淤泥土層以及砂土土層中對復合型土釘墻支護變形性狀的影響。These cysts are lined by epithelium with eosinophilic cytoplasm and a hobnail morphology, and there is often ovarian - like stroma
囊壁由含有嗜酸性胞漿的上皮圍成,上皮細胞呈鞋釘狀,常常有卵巢樣間質。The bottom edges of the endplates are mated to another winglike device, the lower main plane, which in turn is attached to the rear crash structure ? a carbon fibre cone bolted onto the gearbox
終板末端邊緣被設計成與另一個翼狀地設備相配合,這個翼狀設備是一個較低的平面,附著在尾部碰撞結構上? ?變速箱上面的碳纖維錐形螺釘。Anterior screw system fixation for odontoid fracture chen
前路螺釘內固定治療齒狀突骨折的療效分析Auto hide icon, which looks like a push pin. click the
單擊看上去像一枚圖釘的「自動隱藏」圖標可以使窗口保持打開狀態。You can do this by clicking the auto hide icon, which looks like a push pin
單擊看上去像一枚圖釘的「自動隱藏」圖標可以使窗口保持打開狀態。Objects for each state of the auto hide button which is displayed as a push pin of the explorer bar
為瀏覽器欄的「自動隱藏」按鈕(顯示為一個圖釘)的每種狀態提供Gets a visual style element that represents an auto hide button which is displayed as a push pin in the hot state
獲取表示處于熱狀態的「自動隱藏」按鈕(顯示為一個圖釘)的視覺樣式元素。Some beneficial results of the csnw ' s behaviors are gotten. main research contents as follows : ( 1 ) the four destruction models and respective stability analysis methods are discribed in this paper, whose working mechnism and calculating methods are given. in addition, some defects of every method are also discussed ; ( 2 ) on the basis of traditional active soil pressure method and expirical siol pressure method, the calculating model of the laternal earth pressure which is a tetragon with the largest value in the center side is addressed
主要工作如下: ( 1 )本文給出了復合土釘墻的穩定性分析方法,該方法介紹了復合土釘墻的四種破壞類型,分析了每種破壞類型的受力機理,並給出了相應的計算方法和計算方法中的一些不足; ( 2 )在傳統的主動土壓力和經驗土壓力的基礎上,建立了土釘墻中間大、上下小的四邊形狀分佈的側向土壓力的計算模式。Screws, tapping and metallic drive, inch series, thread forming and cutting
英制系列自攻螺釘和金屬釘狀螺絲的螺紋成型和切割Use the correctly sized spanner ( preferably a ring, box or socket spanner ) for nuts and bolts
針對不同大小的螺母和螺絲釘使用正確尺寸的扳手,尤其是環狀的、箱體或窩形的板手。The study results reveal some laws : ( 1 ) two failure modes exist in different obliquity slope and influence the internal force of soil nailing ; ( 2 ) the connection between face shield and soil nailing determines the distribution of the axial force along length ; ( 3 ) the influence of face shield involves its connection with soil nailing and its stiffness on soil nailing wall ; ( 4 ) the transversal effect of soil nailing depended on the joint of nail head is little ; ( 5 ) the maximum axial forces of other soil nailings except the first soil nailing increase gradually with excavation
研究表明: ( 1 )素土坡隨著坡角的變化,存在兩種破壞方式,破壞方式不同,土釘受力狀態不同; ( 2 )土釘和面層的連接方式決定著土釘長度方向上的軸力分佈形態; ( 3 )面層主要通過面層與土釘的連接和面層的本身剛度兩個方面對土釘內力和墻體變形產生影響; ( 4 )土釘橫向抗剪抗彎作用的發揮程度和土釘釘頭的連接方式有關,但作用不大,實際設計時可以忽略其影響; ( 5 )隨著坡體的開挖,第一排土釘的最大軸力變化不大,其它土釘的軸力都穩步增加。Membraseal - type tubes are usually pierced open with a “ spike ” cap of polythene or hard plastics
破封型軟管則經常配有聚乙稀或硬塑料制的「釘狀」管蓋以刺穿密封的管口。There are two forms of nucleus in the e. carinicanda sperm : fibrous and vesicular ones the sperm ultrastructures of the p. trituberculatus and s. chekiangense consist of nucleus cup, radial arm, acrosome
2 .精子結構羅氏沼蝦與脊尾白蝦的精子結構相近,呈圖釘狀,由棘突、頂帽和精核組成。After a detailed analysis of the situation of the electromagnetic forming and electromagnetic riveting domestically and overseas, basing on the method of combining academic analysis with experiment research, we systematically studied the technological parameter and deformation characteristic of the rivets. the riveting quality is analyzed and tested at last
本文在深入分析國內外電磁成形及電磁鉚接研究現狀的基礎上,採用理論分析和實驗研究相結合的方法,對常用材料鉚釘的鉚接工藝參數、成形特點以及鉚接后製品的性能進行了系統的研究。Based on analysis of the characteristics of the composite soil nailed wall, simulating the soil nail, concrete layer, deep mixing pile and step excavation, a model is established to calculate the deformation of the wall, compiled simple and applied program of one dimension fem ; according to the field test data and the calculated data by the fem software this paper has developed, the design method and deformation of the wall in xi ' an area is discussed. the shape of destructive sliding surface of the wall in loess strata in xi ' an area with deep groundwater is gotten. finally the lateral deformation distribution and the experiential formula to predict maximal horizontal displacement of the composite soil nailed wall are given
針對復合土釘墻構造的特點,建立了模擬復合土釘墻受力變形的一種計算模型,該計算模型可對土釘、面層、深層攪拌樁以及分層開挖等進行簡化模擬;編寫了簡單實用的桿系有限元程序;結合工程實測資料及有限元法分析的結果,探討了西安地區的土釘設計以及復合土釘墻的變形規律,得出了西安地區一般黃土在無地下水時的破壞滑動面形狀,復合土釘墻的側向變形曲線以及計算復合土釘墻最大水平位移的經驗公式。The behind schedule theories research obstructs the ccsn ' s further development. on the soil nailing and compound soil nailing research foundation, according to ccsn present research condition and the engineering effective demand, the stability of ccsn is studied systematically by methods of theories research, orthogonal experiment research and case research. some beneficial results of the ccsn ' s mechanism and behaviors are gotten and the analysis model and method of ccsn ' s stability are established
在前人對土釘及復合土釘研究基礎上,根據目前錨管樁復合土釘支護的研究現狀和工程實際需要,採用理論研究、正交試驗研究、工程實例研究相結合的方法,對錨管樁復合土釘支護穩定性進行了系統全面的分析和研究,得到了錨管樁復合土釘支護機理及性狀的一些有益成果,建立了錨管樁復合土釘支護穩定性分析模型與方法。The paper use drucker - prager model as the constitutive model of soil, use pole module as the model of soil nails, use girder module as the model of soil - cement mixing piles, use goodman module as the model of interface, an iterative - increment method is used to solve nonlinear equation. 2. the paper has a further research on the influence of compound soil nailing behavior in the perspective and the axial strength of the soil nails of the effect of the stiffness of soil, the stiffness of soil - cement mixing piles, the width of soil - cement mixing piles, the length of nails, the angle of nails
本文根據目前復合型土釘墻支護的研究現狀和工程實際需要,採用有限單元法對攪拌樁-土釘復合型土釘墻的力學特性進行數值分析,本文的主要工作內容有以下幾個部分: 1 .利用同濟曙光有限元軟體( geofba )對攪拌樁-土釘復合型土釘墻支護進行了非線性有限元分析,在有限元計算中,本文採用了drucker - prager模型作為土體的本構模型,土釘採用了桿單元模型,攪拌樁和噴射混凝土面層的組合體採用了梁單元模型,接觸面單元採用了goodman單元模型,非線性求解方法為增量迭代法。分享友人