joint of reinforcement 中文意思是什麼

joint of reinforcement 解釋
鋼筋接頭
  • joint : n 1 接合，榫接合處，接合點。2 【解剖學】關節。3 【植物；植物學】節。4 【電學】接頭。5 【建築】接...
  • of : OF ＝Old French 古法語。
  • reinforcement : n. 1. 增強，加固；補強物，強化物；補給品。2. 增援，支援；〈pl. 〉增援部隊，援軍；救援艦。
  1. Specification for ancillary components for masonry - bed joint reinforcement of steel meshwork

    磚石附屬元件規范.鋼篩網底層接縫加筋
  2. Specification for ancullary components for masonry - part 3 : bed joint reinforcement of steel meshwork

    圬工輔助元件規范.第3部分:鋼網結構工作用底層接縫加筋
  3. Specification for ancillary components for masonry - part 3 : bed joint reinforcement of steel meshwork ; german version en 845 - 3 : 2003

    砌體附屬元件規范.第3部分:鋼筋網底層接縫加強筋
  4. Methods of test for ancillary components for masonry - determination of shear load capacity of welds in prefabricated bed joint reinforcement

    圬工輔助砌塊的試驗方法.預制基地加固處接頭的剪切負載容量的測定
  5. Methods of test for ancillary components for masonry - determination of bond strength of prefabricated bed joint reinforcement in mortar joints

    圬工輔助砌塊的試驗方法.灰漿連接處預制基地接合處加固的粘結強度的測定
  6. Methods of test for ancillary components for masonry - part 3 : determination of shear load capacity of welds in prefabricated bed joint reinforcement

    圬工輔助成份試驗方法.第3部分:預制床連接處增強的焊接剪切負載能力測定
  7. The application of cold squeeze faucet joint technology for ribbed reinforcement in hangzhou bay cross - sea bridge

    帶肋鋼筋套筒冷擠壓連接技術在杭州灣跨海大橋中的應用
  8. Predictions were made on the ductility of the joint core when shear compression ratio, reinforcement contant and axial force ratio were different

    進一步利用jap程序預測了不同剪壓比，不同配筋特徵值及不同軸壓比條件下節點區的延性變化規律。
  9. Based on measurement of strains of both horizontal stirrups in the joint core and longitudinal reinforcement passing througth the joint, in different stages, transfer mechanism and factors affacting seismic behavior of the joint, were analysed. under different shear compression ration, effect of axial force ratio on seismic behawior of the joint was also evaluated, static shear and seismic shear of the joint based on capacity design were investigated. on this basis, new governing criteria and conditions of seismic behavior of the joint were put forward

    通過對節點區水平箍筋以及貫穿節點梁、柱縱筋在不同受力階段應變的精細量測，對節點的傳力機理以及影響抗震性能的因素進行了分析研究；對不同剪壓比條件下軸壓比對節點抗震性能的影響規律進行了分析研究；對不同受力階段梁筋的粘結退化規律以及節點區的剪切變形進行了分析研究；對節點的靜力抗剪與建立在能力設計思路上的抗震抗剪問題進行了深入研究，提出了建立在新思路基礎上的節點抗震性能控制準則和控制條件。
  10. The influence of such parameters as axial load index, aspect ratio and percentages of lateral reinforcement, on seismic performance of reinforced concrete frame column in hong kong and analyses the distribution relationships of flexural deformation, shear deformation and slippage of longitudinal reinforcement in joint zone

    根據試驗結果，討論了軸壓比、配箍率、剪跨比等參數對其抗震性能的影響，分析了水平荷載作用時塑性鉸區的彎曲變形、剪切變形和縱向鋼筋粘結滑移變形所產生的位移在框架柱總水平側移中所佔的比例及其變化規律。
  11. Method of inspection for gas pressure welded joint of steel bars for concrete reinforcement

    混凝土增強用鋼筋加壓氣焊接頭的檢查方法
  12. This paper approaches reinforcement fabric cover, reinforcement fabric joint, reinforcement fabric embedded inserts, wall anchorage depth and wall joint form during the design of underground continuous walls, meanwhile, some problems affecting wall quality in the various sectors during construction are also discussed, including reinforcement fabric installation, groove bottom hole cleaning and quality testing equipment

    本文對地下連續墻設計過程中的鋼筋網保護層、鋼筋網接駁、鋼筋網預埋件、墻體錨固深度、墻體接頭形式以及施工過程中鋼筋網安裝、槽底清孔、質量檢測設備等各個環節中影響墻體質量的一些問題進行了探討。
  13. Based on behavior of joint core under cyclic reversal load, according to actual measurement load - displacement hysteresis loops, slip of longitudinal reinforcement passing through joint and shear deformation of joint in a serial of beam - column subassemblage tests, the typical slip hysteresis model of longitudinal reinforcement passing through joint and typical shear deformation hysteresis model of joint are proposed in this paper

    本文以節點的受力特性及規律為基礎，基於若干樑柱組合體低周交變加載試驗的實測節點恢復力滯回曲線以及從中分離出來的貫穿節點的梁筋滑移變形結果、節點剪切變形結果，分析總結得到有一定代表性的梁端剪力與貫穿節點梁筋滑移之間和梁端剪力與節點剪切變形之間的滯回關系模型。
  14. Where, joint deformation contain slip of longitudinal reinforcement passing through joint and shear deformation of joint

    其中，節點區變形包括貫穿節點梁筋的滑移變形和節點剪切變形。
  15. Considering the joint core deformation effect, the existing cantilever program was assembled with the slip deformation model of longitudinal reinforcement passing through joint and the shear deformation model of joint to obtain the program for simulation of hysteretic characteristics of beam - column subassemblage

    本文考慮節點區變形的影響，為原有程序組裝了節點區貫穿節點梁筋的滑移變形模型和節點剪切變形模型，得到樑柱組合體在低周交變加載下的梁端荷載-位移滯回規律模擬程序。
  16. It has little effect on the enhancement of ultimate bearing capacity of frame column that the ratio of the hooped reinforcement in the joint area is increased again after it is up to a certain degree

    節點區箍筋加密到一定程度再提高配箍率，對框架柱極限承載能力的提高已沒有多大效果。
  17. ( 2 ) based on deterioration model of owerage bond stress of beam reinforcement accounting for effect of axial compression ration and number of displacement loops, and stress - strain relationship of the concrete in the joint core accounting for effects of both softening and confinement, the modified compression field theory was employed to simulate behavior of the joint core under loading reversals. analysis by means of the program jap on the tested specimens in this paper and those obtained from other researchers produced consistent results

    根據本文建立的考慮軸壓比和位移循環次數影響的梁筋平均粘結應力退化模型和考慮軟化效應、約束效應的核心區混凝土應力應變關系，通過在試驗中得出的節點核心區混凝土、箍筋、節點正面、背面柱筋在反復荷載下的受力特點，利用斜壓場理論模擬節點核心區在反復受力過程中的受力狀態。
  18. Based on the reinforcement of a beam in a case in engineering practice, the author gave the steps of reinforcement of structure, measurement choice, strength calculation and joint treatment

    摘要在一具體工程結構加固的基礎上，闡明結構加固設計的一般步驟：結構加固設計方案的選擇，相關構件強度的計算，節點構造的處理。並總結該工程結構加固的經驗，以供同仁參考。
  19. Using the new numerical model for reinforced joint with consideration of the bond and slip between reinforcing bars and surrounding dam concrete, the 3d fem nonlinear analysis for 292m high xiaowan arch dan under design load working conditions of earthquake was conducted, and the effects of different kinds of reinforcement on stress, slip and transverse joint openings were studied

    摘要利用考慮橫縫及跨橫縫鋼筋滑移的拱壩動力非線性模型，對設計地震荷載工況下的小灣拱壩進行了三維動力非線性有限元分析，研究了不同配筋率分佈對跨縫鋼筋的應力、滑移量及其控制橫縫變形的影響。
  20. Joint of reinforcement

    鋼筋接頭35
分享友人
分享到 Line

分享到臉書