構件抗拉 的英文怎麼說

中文拼音 [gòujiànkàng]
構件抗拉 英文
compressive stiffness of member
  • : Ⅰ動詞1 (構造; 組合) construct; form; compose 2 (結成) fabricate; make up 3 (建造; 架屋) bui...
  • : Ⅰ量詞(用於個體事物) piece; article; item Ⅱ名詞1. (指可以一一計算的事物) 2. (文件) letter; correspondence; paper; document
  • : Ⅰ動詞1 (抵抗; 抵擋) resist; combat; fight 2 (拒絕; 抗拒) refuse; defy 3 (對等) contend with...
  • : 拉構詞成分。
  1. High tensile strength carbon steel castings and low alloy steel castings for structural purposes

    用高強度碳素鋼及低合金鋼鑄
  2. According to the information concerned, the analogous structure were adopted on the alamilo bridge in sevilla, spain and on the curved cable - stayed bridge on golf court in xiaoye city, bingbu country, japan. at present, this kind of structure has not utilized all over the country yet. nanjing, the region of basic seismic intensity 7, is an unfavorable site for anti - earthquake in terms of geological conditions according to seismic code for buildings

    但是,主塔屬于傾斜高聳結,拱屬于柔性拱結,索屬于特殊懸索結,經檢索了解,西班牙sevilla的alamilo橋和日本兵庫縣小野市內高爾夫球場上的曲線斜橋採用過類似結,國內目前尚未有此形態的結記載,南京地區地震基本烈度為七度,地質條按照建築震設計規范之規定,屬對震不利地段。
  3. Tensile compressive stiffness of member

    構件抗拉壓剛度20
  4. Vermicular iron has graphite shape between flake graphite of gray iron and nodular graphite of nodular iron, tensile strength higher than that of gray iron by 70 %, and some lower than that of nodular iron, so is a sort of excellent material for structural parts

    摘要蠕墨鑄鐵的石墨形狀介於灰鐵的片狀石墨與球鐵的球狀石墨之間,強度高於灰鑄鐵70 % ,略低於球墨鑄鐵,是結的優良材料。
  5. Fibre optic interconnecting devices and passive components - basic test and measurement procedures part 2 - 6 : tests - tensile strength of coupling mechanism

    纖維光學互連器和無源器基本試驗和測量程序第2 - 6部分:試驗鎖緊機強度
  6. A way to avoiding crack or reducing crack width of concrete or reducing distortion of member is using prestressed concrete. the writer tried to make full use of the merit of the prestressed concrete and designed prestressed concrete mandril to control crack of structure. the prestressed concrete mandril, which was firstly applied high pressure on a small concrete bar, and then was made in concrete, so it would act as reinforced bar and resist load. in this thesis the writer designed 24 mmnbers and had experimental study of them, reached the conclusion that the effect of resisting crack of the prestressed concrete mandril was good when the load was not large, it can enhance the capacity of resisting crack and reduce the crack distance and crack width, but when the loads was large, the effect of resisting crack was not good, when we used the prestressed concrete mandril and reinforced bar together in member, the effect of resisting crack was very good. the writer analysed the adherence mechanism and wreck mechanism of the prestressed concrete mandril in anxial tension members, and according to the character of the prestressed concrete mandril, the writer constructed the bond model of it. then the writer introduced the analysis theory of crack including the bond - slip theory, the non - slip theory, the synthesis theory and mathematics stat method. the different theory had different theory base, they considered that the primary affection of crack width was different. in this test, the crack distance and crack width of members which placed reinforced bar were match to the compute value of the code gb 50010 - 2002 very well. to the members which

    本文共進行了24根試的試驗研究,得出了預應力混凝土芯棒能較大地提高裂承載力,在荷載小於預應力混凝土芯棒的開裂荷載時有較好的裂效果,能較大地減小裂縫間距和裂縫寬度,但是當荷載較大預應力混凝土芯棒開裂時預應力混凝土芯棒的裂效果不是很好,若將普通鋼筋和預應力混凝土芯棒一起使用時則有很好的裂效果。本文分析了預應力混凝土芯棒在軸中的粘結機理和破壞機理,根據預應力混凝土芯棒本身的特點,提出了預應力混凝土芯棒與后澆混凝土之間的粘結模型。然後本文詳細介紹了經典的裂縫分析理論粘結滑移理論、無滑移理論、綜合理論和數理統計方法,各理論有著各自不同的理論基礎,認為影響裂縫寬度的主要影響因素也各不相同。
  7. Fibre optic interconnecting devices and passive components. basic test and measurement procedures. part 2 - 6 : tests. tensile strength of coupling mechanism

    光纖互連裝置和無源元.基本試驗和測量程序.第2 - 6部分:試驗.連接機強度
  8. Structural fixings in concrete and masonry - method of test for tensile loading

    混凝土和磚石工程結.第1部分:負荷試驗方法
  9. At first, the experiment carried out by tianjin university has been analysed according to the " nonlinear balance trying calculation " method, and the values of yield load and ultimate load agree with the test result better, and the curve of bending moment - curvature, bending moment - deflection can agree with the results. the second, the simplified formula for evaluation the ultimate flexural capacity of cfrp strengthened rc members is presented according to the three probable failure modes ( compression failure ; cfrp rupture ; crushing of the concrete in compression before yielding of the reinforcing steel ). it is applicable to both singly and doubly reinforced rectangular sections, as well as flanged sections

    首先利用鋼筋混凝土非線性平衡試演算法對天津大學試驗進行了理論分析,所得分析值與試驗結果相比,加固梁的屈服荷載、極限荷載能夠很好地吻合,彎矩曲率關系曲線及彎矩撓度關系曲線較為吻合;其次,為了滿足實際工程的需要,根據碳纖維布加固可能發生的三種破壞形態(壓區混凝土壓碎破壞、碳纖維布斷破壞以及受鋼筋尚未屈服時壓區混凝土已壓碎破壞) ,區別三種鋼筋混凝土截面形式(單筋矩形截面、雙筋矩形截面、 t形截面) ,分別給出了碳纖維布加固混凝土彎承載力的簡化計算公式和適用條,並進一步探討了這三種截面形式下進行加固設計和復核的步驟。
  10. The results of the bearing bending experiment show that the steel plates can be combined with original beams by the construction gum, which makes the steel plates bearing bending together with original beams. at the same time the gluing steel plates enclose tensed concrete, improve the capability of resisting tension and limit the crack in the concrete

    彎試驗結果表明:由於加固鋼板通過結膠與原梁相結合形成組合,使鋼板與原梁一起參與受彎作用;同時,所粘鋼板包住受混凝土,改善了混凝土的性能,阻止並限制了混凝土中裂縫的發展。
  11. Based on the theoretical model, influence of slenderness ratio, the changing frp ratio, strength of the frp composites and the concrete as well as load eccentricity ratio on the bearing capacity of the members after sustained load is discussed. finally, simplified calculating method of the reduction factor for the bearing capacity of circular frp - confined concrete beam - columns with long - term effects considered is suggested. the achievements in this paper may be referred for practical engineering

    在系統分析長細比、截面含frp率、 frp強度、混凝土強度、加荷齡期和荷載偏心率等因素對長期荷載作用下frp約束混凝土承載力的影響規律的基礎上,給出考慮長期荷載作用影響時frp約束混凝土承載力折減系數的簡化計算公式,可為工程實踐提供參考。
  12. Roofing and wall cladding. fasteners. determination of the characteristic resistance of the assembly. test method to determine the pull - out load of the plates assembly from the subconstruction for plates made from steel or aluminium

    屋面和墻壁覆面.緊固.組性的測定.測定部平板組拔載荷的試驗方法用於鋼或鋁制平板
  13. The paper has concluded the fundamental principle of sticking reinforcement. that is to improve the ultimate flexural capacity of the original reinforced concrete beam through externally bonded with high - strength tension materials

    本文總結出粘貼加固的基本原理:通過粘貼高強的材料,進而使得受彎的受壓區混凝土高度增加,從而提高原鋼筋混凝土受彎的正截面承載力。
  14. Making use of the " truss + arch " mechanical model, the range of the three shear failure models ( shear - compression failure, diagonal - tension failure and arch - rib failure ) is divided quantitatively, and the theoretical formula of shear resistance of beams and columns is educed

    利用修正的桁架+拱剪力學模型,定量的劃分了樑柱受剪破壞三種狀態(剪壓破壞、斜破壞和斜壓破壞)的范圍,並由此推得樑柱剪的理論公式。
  15. When the reinforced glass fibers ( gf ) gradient distribution, the same reinforced role can be achieved in the lower volume of the reinforced fibers, because the distribution of the r einforced fibers is coincident with the stress distribution of the specimen

    纖維梯度分佈,增強纖維較多的分佈於受區,纖維的分佈更符合材料()的受力方式。在承受最大彎應力部位,梯度分佈的纖維含量比均勻分佈高,因此梯度分佈比均勻分佈對彎強度的提高更明顯。
  16. The research work can be divided into two parts : 1. research on the interfacial bond of new - to - old mortars. this paper has research on the bond performance under the conditions of different curing systems, bond method aging and proportion, by means of " 8 " mould and giving preliminary discuss on the mechanism of different materials by use of sem

    本文的研究工作可主要分為以下兩大方面: 1 、新老砂漿界面粘結的研究採用「 8 」字型新老砂漿粘結粘結強度的試驗方法,研究了多種界面粘結材料在不同養護制度、不同粘結方法、不同齡期、不同配比條下的粘結性能,並利用掃描電鏡對界面微觀結進行了分析,對各種材料粘結改性機理進行初步探討。
  17. Experiment and theories analysis express low shear walls the general occurrence shear to slice the breakage, before shearwalls " concrete crack, the wall plate concrete under takes the big part shear stress, exsist inclined pull lord should dint ; after wall concrete crack, wall plate the reinforcing bar undertakes the big part shear stress, so changes to suffer the mechanism originally, hence formation the inclined direction suffers to press the piece of with suffer to pull the reinforcing bar pull, press the resistance

    試驗及理論分析表明低矮剪力墻一般發生剪切破壞,在墻體混凝土開裂前,墻板混凝土承擔大部分剪力,存在著斜主應力;在墻體混凝土開裂后,墻板中鋼筋承擔大部分剪力,從而改變了原來的受力機理,於是形成斜向受壓(裂縫間混凝土斜壓柱體)和鋼筋的、壓力。
  18. In home and abroad, most of research works about impact performance of fiber reinforced concrete ( frc ) are under compress, but members of practical structure are under flexural

    國內外大部分關于纖維混凝土沖擊性能研究均採用沖壓試驗,而實際工程中多處于受彎狀態。
  19. Experimental results indicate that the reinforcing frps can be combined with original beams by construction gum, which makes the frps bearing bending together with original beams. at the same time the frps enclose tensed concrete, improve the capability of resisting tension and limit the crack in the concrete

    試驗結果表明,加固纖維與原梁相結合形成組合,使纖維布與原梁一起參與受彎作用;同時,所粘纖維布包住受混凝土,改善了混凝土的性能,阻止或限值了混凝土中裂縫的發展。
  20. Standard test method for determining tensile adhesion properties of structural sealants

    測定結密封的粘著強度特性的標準試驗方法
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