進行加固的 的英文怎麼說

中文拼音 [jìnhángjiāde]
進行加固的 英文
micropile
  • : 進構詞成分。
  • : 行Ⅰ名詞1 (行列) line; row 2 (排行) seniority among brothers and sisters:你行幾? 我行三。where...
  • : Ⅰ形容詞(結實; 牢固; 堅硬) firm; hard; solid Ⅱ副詞1 (堅決地; 堅定地) firmly; resolutely 2 [書...
  • : 4次方是 The fourth power of 2 is direction
  • 進行 : 1 (開展) be in progress; be underway; go on 2 (從事) carry on; carry out; conduct; make 3 (...
  1. By maintaining and strengthening, the existing fault bridge strengthened the total intensity and rigidity of the main girder, to large extend. the strengthened bridge could lengthen its service life and made deck line state, ultimate bearing capacity and durability, and so on, attain to design standard

    對既有病橋維護,能大大地增強主梁整體強度、剛度,延長橋梁使用壽命,使其橋面線形、極限承載能力和耐久性等達到設計要求。
  2. For meeting the related nantional standards and avoiding demolishment of the building, the underpinning and strengthening methods are used, with which the loads of center column are underpined by the diagonal steel strut and the cross - sectional areas of side pillar are strengthened, both ends of shear wall are chiseled in turn and then concrete is poured again

    通過採用斜向鋼支撐荷載轉移法實現對中柱托換,採用剪力墻兩端分批鑿除后再澆搗實現對剪力墻托換,採用增截面法對邊柱,使建築物經托換和后能滿足國家有關規范要求。
  3. Because traffic flow greatly increases in recent years and the rank of actual driving load enhances, causing this bridge to be at the excess load the service condition, so in order to guarantee the bridge ' s transport security, the main body structure of the bridge should be reinforced

    摘要長沙市八一路跨線橋由於近年來交通流量大增,實際車荷載等級提高,使得該橋處于超負荷營運狀態,為了保證大橋營運安全,需要對此橋主體結構,在選擇方案時對比了三種方法:鋼混凝土組合結構方法、混凝土結構擴大截面方法、粘鋼方法。
  4. This is also the first real example to reinforce the continuous rigid - frame

    這也是國內對首座連續剛構進行加固的實例。
  5. In order to meet the requirement of stability, loading and the distortion of the dam, the technique of vibration & impulsion was adopted to reinforce the overburden layer

    為了確保閘壩基礎能滿足壩基穩定、承載、變形要求,設計上採用了振沖法對覆蓋層處理。
  6. Most slope greening methods are not suitable for slopes with slope angles larger than 60 ?, but the slopes reinforced with anchoring bar and shotcrete structures can usually be adopted for slope with a larger slope angle

    現有邊坡綠化方法一般不適合於坡度大於60 ?邊坡,而利用錨噴結構進行加固的邊坡卻往往很陡。
  7. Based on the continuous damage theory, considering the shear effect, the high - order shearing, flexural and in - plane deformation coupling model is built ; through the nonlinear fem analysis of rc beams strengthened with frp, the damage theory and damage course is researched ; compared with experiment results, it shows that the model is effective ; the fem analysis software is prepared to provide simple and effective method for the engineering application ; using the soft the frp strengthened beams before and after damage is modeled so as to provide the theory base for engineering application

    摘要基於連續損傷理論,考慮膠層剪切效應,建立frp鋼筋混凝土梁高階剪切彎曲及面內變形耦合模型,編制了有限元分析軟體,非線性有限元分析;通過與已有試驗結果對比,證明該模型簡單,有效性;利用該軟體對未混凝土梁,初始進行加固的混凝土梁以及最大拉應變達到極限值時進行加固的混凝土梁等幾種情況數值模擬。
  8. With added the tmd, bod reduce flap epuipment. added the second form beam, the preparative box and the connect both line etc on the big bridge of yellow river at beijing to guangzhou line, and contrast between before and after reinforced, we analysed the result and dicided to adopt the reinforce project to connect both line

    在京廣黃河大橋上通過實施tmd 、 bod減振器,增設第二平聯、準箱形梁及雙線剛性連接等試驗,利用通過列車前後對比測試,通過結果分析決定在京廣黃河大橋上採用雙線剛性聯接方案
  9. Abstract : as the traffic and truck - loadings increase year by year, quite a lot of the bridges on highways and municipal streets are over - loaded and in need of strengthening or rehabilitation

    文摘:交通量逐年成倍增長以及車輛載重量越來越大,使我國現有公路、城市道路上橋梁有相當一部分已不堪重負,需要採取必要措施改建,以提高技術等級和通能力。
  10. Therefor, we should reinforce and restore the structures according to structures " quality actuality to decrease the unnecessary outlay and spending

    這就需要按照結構質量現狀分輕重緩急和改造,以減少不必要費用和開銷。
  11. 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了理論分析,所得分析值與試驗結果相比,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,為了滿足實際工程需要,根據碳纖維布構件可能發生三種破壞形態(壓區混凝土壓碎破壞、碳纖維布拉斷破壞以及受拉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構件截面形式(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混凝土構件抗彎承載力簡化計算公式和適用條件,並一步探討了這三種截面形式下設計和復核步驟。
  12. Aimed at this instance, professor wankang luo of chongqing jianzhu university has processed much elementary research on antiseismic capability advancement of expansion web on masonry brick building. the article has researched the form and mechanization of failure, crack resistance and bearing capacity, ductility, energy dissipation, hysteretic behavior, deformation, ect, through test to contrast models with rate 1 : 2 reinforced by expansion web and steel web. the result of the study has testified it an efficient measure to lay expansion web into masonry brick building for entirely improving antiseismic strength

    在原有兩座1 : 2三層雙開間混合結構房屋模型抗震性能研究基礎上,分別用擴張網和鋼絲網兩種材料,通過比較以揭示擴張網對于砌體結構抗震性能提高作用內在規律,並在鋼絲網水泥漿法磚墻抗剪計算公式基礎上提出一種較能反映擴張網這種新型材料受力特性擴張網水泥砂漿砌體結構抗剪計算方法。
  13. Abstract : in some project, pebble is used in bearing stratum. for the resean of lower strengthand bad property of construction. the bearing capacity of pebble can ' t achieve the reauirement of up - structure. but the pebble soild has higher permeability coefficient and placeability. the method has remarkable economic results

    文摘:在以礫卵石層為持力層樁基設計中,由於其可鉆性差、易坍塌,強度相對較低,但是具有較大孔隙率和滲透系數,可灌性較好,採用一定壓力對鉆孔灌注樁樁底礫卵石持力層注入水泥漿液對其處理,可以較大地提高其承載力,並能取得較為明顯經濟效益。
  14. Therefore it has a practical significance to study the flexural performance of rc members strengthened with frp which simulate the practical loading state

    因此一步模擬實際結構受力狀況研究有重要實際意義。
  15. The fatigue test results illustrate that the bonded afrp can improve the fatigue performance of the strengthened beams, enhance the service life of the reinforced concrete structures, which testified the validity and feasibility of this technology in the field of structure strengthening

    試驗表明:採用芳綸纖維后,鋼筋混凝土梁抗彎、抗裂疲勞性能得到了極大改善,損傷混凝土結構使用壽命得到有效延長,從而驗證了芳綸纖維鋼筋混凝土結構有效性和可性。
  16. Due to aging and utilizing condition changing, rc structures are often needed to be strengthened. rc structures wrapped with steel wire meshwork and reinforced by high strength mortar spray is proved to be a new effective reinforced method not only by the similarity of material behavior to objects strengthened, but also its endurance and easy installing

    實際工程中結構物由於使用壽命或使用條件變化等原因,往往需對其方法是多種多樣,其中鋼絲網外噴高強砂漿混凝土結構不論從所使用材料性能與原結構相似性,還是從耐久性和方法方便性等方面來講,均是一種有效新型方法。
  17. Based on my investigation and actual settlement measurement of pile foundation done by the testing center of jiangsu province on site, i made a conclusion : the strength and deformation of the original design could satisfy the standard requirement with composite pile foundation theory, and strengthening was not required

    在現場調查和省檢測中心沉降實測基礎上,經過對樁基設計分析,採用了復合樁基理論,得出結論:原設計強度和變形能滿足規范要求,毋需處理。
  18. The test results show that : the above two steel bracing - retrofitting methods can improve the lateral stiffness and energy - dissipating capacity of the existing frame structure effectively ; the adopted connection configuration can transfer the force of steel braces to existing frame effectively : retrofitting existing rc frame structures with steel braces while the members adjacent to the steel braces be retrofitted can meet the requirements of aseismic design code

    試驗表明,兩種支撐方法都能顯著提高結構抗側剛度,有效改善結構耗能能力;所採用支撐連接構造可靠,能有效地傳遞支撐內力;採用鋼支撐鋼筋混凝土框架結構時,可僅對與鋼支撐相關構件,整體結構能滿足《規范》要求。
  19. By experimental research of sixteen reinforced concrete beams, this thesis validates the feasibility and efficiency of the method strengthening rc beams by gluing angle steels, and the calculation formulas of the bearing capacity of normal section and short - dated rigidity of beams are deduced

    本文通過對16根鋼筋混凝土梁受彎試驗研究,驗證了採用在梁底粘貼角鋼這一技術適用性和有效性,並推導了其正截面承載力及短期剛度計算公式。
  20. The works mainly comprise the upgrading of some 23 man - made slopes and retaining walls maintained by the highways department on hong kong island

    工程主要包括為約23幅位於香港島而由路政署負責維修及保養人造斜坡及擋土墻工程。
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