stiffness of joint 中文意思是什麼

stiffness of joint 解釋
關節僵硬
  • stiffness : 彈性剛度
  • of : OF ＝Old French 古法語。
  • 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...
  1. However, in those who were treated after 6 weeks period, the incidence of joint stiffness, nor union and cubitus valgus deformity was quite high

    對于陳舊性骨折，若仍在六星期內給予治療，外觀及功能均仍可接受。
  2. But results from studis of r. hansan and n. kishi have shown that only when the initial stiffness of connection is more than 105. 05 kn - m / rad, the joint is considered as rigid connection, otherwise it should be dealt with semi - rigid connction

    但根據r . hansan和n . kishi等人的研究表明，當螺栓端板連接的初始連接剛度大於10 ~ （ 5 . 05 ） kn - m rad時，這種連接才可以看作是剛性連接，否則就應將其視作半剛性連接。
  3. Factors affecting joint stiffness of shield tunnel lining

    影響盾構隧道襯砌接頭剛度的因素
  4. Rehabilitation nursing after arthrolysis for 28 cases of knee joint stiffness

    膝關節僵直患者關節松解術后的康復護理28例
  5. Cases of knee joint stiffness treated by smoking and washing with chinese drugs combined with function exercise

    中藥熏洗配合功能鍛煉治療膝關節僵硬64例64
  6. The stiffness of the element - group joint can be determined by mode analysis

    通過木塔的實測模態結果可以方便的確定斗拱這種復雜連接的剛度。
  7. Refracture caused by massage on stiffness of knee joint after femoral fracture

    股骨骨折后膝關節僵硬經按摩引起再骨折3例
  8. Panel zones usually are very ductile elements capable of undergoing severe inelastic strain reversal without a decrease in strength. maximum strength and stiffness of frames is attained when all joints are design for the maximum shear force that can be developed based on the strength capacity of the members framing into joint

    可以說整個框架的強度、剛度很大程度上依靠節點域的抗剪性能，通過加設補強板的方法，可以改善框架在側向力作用下的承載力，剛度和抗震性能。
  9. Study on the static stiffness of the parallel flexure joint robot

    並聯柔性鉸機器人的靜剛度研究
  10. Adjusting stiffness experimentation of jingyuan power sation ' s # 2 set indicat that to adjust the stiffness of joint and structure can resolve the problem of set ' s quiver on some condition

    通過靖遠電廠# 2機組發電機剛度調整試驗表明，在一定條件下，通過調整機組的連接剛度和結構剛度，可以有效的解決機組的振動問題。
  11. Through simulating model tests of shield tunnel passing through the yellew river in the diversion project from south to north china, a systematic analysis on the primary factors affecting joint stiffness, including arrangement of joint bolt, thickness of annular packing of bolt, behavior and thickness of cushion material between two tube plates, magnitude of prestressing force of joint bolt and different stressed states at tube plate joint etc., are performed. the study results may provide reference for tube plate design of shield tunnel

    通過南水北調穿黃盾構隧道模擬模型試驗，對影響接頭剛度的主要因素即連接螺栓的布置、螺栓墊圈的厚度、管片與管片之間墊層材料的性能和厚度、連接螺栓的預緊力的大小及管片接頭不同的受力狀態進行了系統的分析，為盾構隧道管片設計提供了參考。
  12. Abstract : through simulating model tests of shield tunnel passing through the yellew river in the diversion project from south to north china, a systematic analysis on the primary factors affecting joint stiffness, including arrangement of joint bolt, thickness of annular packing of bolt, behavior and thickness of cushion material between two tube plates, magnitude of prestressing force of joint bolt and different stressed states at tube plate joint etc., are performed. the study results may provide reference for tube plate design of shield tunnel

    文摘:通過南水北調穿黃盾構隧道模擬模型試驗，對影響接頭剛度的主要因素即連接螺栓的布置、螺栓墊圈的厚度、管片與管片之間墊層材料的性能和厚度、連接螺栓的預緊力的大小及管片接頭不同的受力狀態進行了系統的分析，為盾構隧道管片設計提供了參考。
  13. Experimental results show that the new cfrt - column to steel - beam joints proposed in this paper possess good earthquake resistant capacity. the infilled concrete benefit to restrain the buckling deformation of column webs, increase the strength and stiffness of the joint. the lengthened stiffener can transfer much more beam moment, make the strength of the joint increased

    試驗表明，在保證焊接質量的前提下，本文提出的新型方鋼管混凝土柱?鋼梁的節點具有良好的抗震性能；內填混凝土有利於抑制柱腹板的屈曲變形，增加節點的承載力和剛度；加勁肋長度的增加有利於傳遞梁端彎矩，使節點的承載力提高。
  14. Then after a semi - rigid joint behavior can be modeled as a finite stiffness rotation spring, base on rotation and displacement equation derive the element stiffness matrixes with semi - rigid connections where the effects of jointed flexibility and shear forces in the connection deformations have been considered in and fixed - end forces are modified. finally, a program for calculating system reliability of semi - ridge steel frames with monte carlo method and finite element analysis has compiled for calculating and analyzing. by calculating results of several examples for steel frame in semi - rigid joints case show the change of joint stiffness and other kinds of factors affect the system

    接著本文在介紹和分析半剛性連接彎矩和轉角關系模型的基礎上，用帶有轉動剛度的彈簧表徵半剛性連接，推導出半剛性連接的剛度矩陣，對固端力進行修正，同時考慮了剪切變形的影響，編制了半剛接鋼結構平面框架的有限元程序bhpfl ，並在其基礎上編制了基於蒙特卡洛法的montecarlo - bhpfl有限元相結合的方法，進行體系可靠度的分析。
  15. Abstract : according to the dynamic demand of main shaft system, the structural dynamic modification method is used for correcting the stiffness of the supportings member and joints, so that the dynamic characteristic of main shaft system should meet the need of design. a practical structure of elastic supporting and elastic joints has been designed on the basis of corredcted stiffness of supporting and joint. the numeric simulation of main shaft system with elastic supportings and elastic joints are compared with its design requirement. their coincidence verifies the effectiveness of sdm method and the correctness of design method

    文摘:根據細紗機主軸系統的動特性要求，應用結構動力學修改方法來修正支承和聯軸節單元的剛度，以使主軸系統的動特性滿足設計要求.根據修正過的支承和聯軸節的剛度，一個彈性支承和彈性聯軸節的實際結構已經被設計出.比較具有彈性支承和彈性聯軸節的主軸系統的數字模擬與設計要求.其一致性證明了sdm方法的有效性和設計方法的正確性
  16. Common symptoms include joint pain, swelling, warmth and stiffness of fingers

    包括痛楚紅腫發熱和關節僵硬。
  17. The results of joint performance tests show that the modular joint possesses many good abilities, such as high stiffness, big load and very high control precision approaching to 0. 01

    針對所設計的關節進行了必要的關節性能實驗，結果表明該模塊化關節具有高剛度、大負載特點，其關節的位置輸出能精確跟蹤期望的軌跡，位置精度非常高，達到了0 . 01 。
  18. Having bone or joint problems such as inflammation, aching or stiffness of joints

    有骨骼或關節毛病，例如關節出現紅腫、發熱、疼痛或僵硬等徵狀
  19. The influences of the steel tubes on the failure modes of specimens, on the shear strength of core area of joints, on the stiffness of joints, on the ductility and on the energy dissipation. meanwhile, both the function of concrete - filled steel tubular core columns in raising aseismic strength and the hysteretic behavior of joints specimens have been studied. in addition, the failure modes, the strength, stiffness, the ductility and the energy dissipation of the joints between concrete - filled steel tubular core columns and prestressed concrete beams, of have compared with those of the joint between a reinforced concrete column and a prestressed concrete beam

    根據試驗結果，描繪了試件在低周反復荷載作用下的受力性能及破壞形態，分析了試件的有關強度指標、節點剛度、延性及耗能能力，討論了柱內鋼管對節點試件在破壞形態、核心區抗剪承載力、剛度、延性及耗能能力等方面的影響、鋼管混凝土核心柱對提高節點抗震性能的作用以及節點的滯回特性，比較了鋼管混凝土核心柱與預應力混凝土梁框架節點和普通預應力混凝土框架節點在破壞形態、節點強度、節點剛度、延性及耗能能力等方面的充業庶：鋼營捉枉土較心往與扭應力捉枉土要節點低周反復荷敢試驗研兜差異。
  20. The component methodintroduced in eurocode3 are adopted mainly to analyse the behaviour of the joints. thebending bearing capacity and initial stiffness of connections are obtained by calculating andanalysing each component of joint. the calculating result is compared with that of experimentand finite element software ansys, and the comparison result indicates a good agreement. changing the parameter of each component, the effects of each parameter of joint on thebending bearing capacity and initial rotational stiffness of connections are analysed

    主要採用歐洲規范ec3介紹的組件分析方法對節點性能進行分析研究，通過對各組件的受力性能分析計算得出整個節點的抗彎承載力及初始轉動剛度，並將計算結果與試驗結果及通用有限元分析軟體ansys的分析結果進行了對比分析，計算結果與試驗結果及有限元分析結果吻合較好。
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