直折邊 的英文怎麼說
中文拼音 [zhízhébiān]
直折邊
英文
straight hem-
Caudal edges have to be straight or curving outwards, and not bending inwards
尾鰭邊緣一定要直或是向外彎曲，不能向內彎折。It shows that the method suggested in the paper is simple, applicable for engineering and has good precision. on the bases of the formulas deduced, and combining with relative test datas, it studies in the paper several factors influencing the bearing performance of the simple beams, such as shape of the external tendons, the equal moment segment length, span - to - depth ratio of the beam, valid initial prestress of the external tendons, area of the internal tension reinforcement, strength of the concrete, vertical distance between
在公式推導的基礎上，結合相關試驗資料，研究了體外筋的形狀、等彎矩區長度、梁跨高比、有效張拉預應力、體內受拉筋配筋率、混凝土強度、錨固點到樑上邊緣在垂直方向上的距離、體外預應力筋水平段長度（雙折線型體外筋的情況）以及荷載類型等對體外預應力混凝土簡支梁受力性能的影響。In this paper, based on the analysis of the rlem of theory foundation, computing method, preference, applicability, etc, we anatomized the rlem of three self - deficiencies and six scarcities. moreover, we adopted the parallel ways of contrasting the rlem with the fem and applied it to analyzing the impact of slide block of elasticity and plasticity, slip surface of coefficient and slip bed of elasticity, plasticity upon the stability of slope and in the plain linearity slope, the plain refracted line slope and the plain arc slope. in addition, we discussed the warp of between the lem of ( sarma, janbu, order, bishop, morgenstera - price, etc ) and the fem of result and the distributing of positive stress and shear stress on the slip surface
本文從剖析剛體極限平衡法的理論基礎、計算方法、參數選取、適用條件等方面入手，剖析了剛體極限平衡方法的3點自身缺陷和6點不足，並在此基礎上採用了剛體極限平衡法（平面滑動破壞法、 sarma法、傳遞系數法、普遍條分法、 janbu法、 bishop法、 morgenstern - price法）與大型有限元法對比研究的方法，分析研究了平面直線型滑坡、平面折線型滑坡、平面圓弧型滑坡在漸進破壞中邊坡的滑體彈塑性參數、滑麵塑性參數） 、滑床的彈塑性、以及極限平衡法無法考慮開挖應力釋放等因素對邊坡穩定性的影響與滑動面上的正應力、剪應力分佈規律、安全系數的解答的差異。Score straight lines at a depth of _ disibledevent = " mso - spacerun : yes " > uv paints. with good water - proof, damping - proof and dust - rejecting effects, suitable for high grade decorative and construction products
用多用刀、電工刀或碳化尖刀，劃下直線，深度為板厚的1 / 3左右。用力往下折斷開，板邊有毛刺是可用銼刀挫平。And the steady - state coupling response time rdecreases from 0. 8s to 0. 3s. but there are almost no changes in 2peak with fields applied. ( 2 ) using the characters of two - beam coupling in sbn : 61 : cr crystals under applied fields, applications in image edge - enhancement and photorefractive edge - enhancement joint transform correlator are investigated
（ 2 ）研究了外加直流電場作用下sbn 61 cr晶體的二波耦合特性在光學圖像邊緣增強以及光折變邊緣增強聯合變換相關器等方面的應用，討論了外電場對光折變邊緣增強及光折變聯合變換相關識別效果的影響。3 hems must be seam on seam at turn - up to avoid twisting
折縫袖口及褲腳邊緣時，各個垂直的縫合線必須對準，否則會產生扭布。The finding, detailed in a report published online yesterday by nature materials, explains how bones avoid most fractures by stopping the propagation of perpendicular forces : the collagen fibers line up against the hard edge of a table you run into and spread its blunt force out
最近，這些發現詳細地發布在《自然物質》的網上報道中，解釋了骨骼怎樣通過阻止垂直力的傳送避免絕大部分的骨折：膠原纖維對著你撞到的一個骨板堅硬的邊緣排列並施展它的鈍弱的力量。The corner fixture can be directly bended via the faceplate and stamped to the molding, and also riveting the corner fixture on the folded side of faceplate for the molding
角碼可直接由面板折彎沖壓成型，也可在面板的折邊上鉚裝角碼成型。Secondly, safety factor of a landslide body with a polygonal sliding surface is analyzed in this paper. the results demonstrate that this method can consider that the different material stiffness parameters in the landslide body have an effect on the safety factor. finally, the safety factor of a three - dimension landslide body with a spherical sliding surface is calculated with this method, and the applicability of this method for three - dimension slope is verified after comparing the result with theoretical answer
文中首先用具有理論解的算例? ?垂直坡受集中荷載的安全系數問題驗證了該方法的正確性，再通過對一個具有折線滑動面的滑坡體的安全系數的分析說明了該方法還可以考慮塌滑體內不同的材料剛度參數對安全系數的影響，之後用該方法對一個具有球形滑裂面的三維滑坡體進行了計算，通過與閉合解的比較驗證了該方法對三維邊坡問題的適用性。分享友人