理筋手法 的英文怎麼說

中文拼音 [lǐjīnshǒufǎ]
理筋手法 英文
tendon-soothing maneuver
  • 理 : Ⅰ名詞1 （物質組織的條紋） texture; grain （in wood skin etc ） 2 （道理;事理） reason; logic; tru...
  • 筋 : 名詞1 （肌的舊稱） muscle2 [口語] （肌腱或骨頭的韌帶） tendon; sinew 3 [口語] （可以看見的皮下靜...
  • 手 : Ⅰ名詞1 （人體上肢前端能拿東西的部分） hand 2 （擅長某種技能的人或做某種事的人） a person doing or...
  • 法 : Ⅰ名詞1 （由國家制定或認可的行為規則的總稱） law 2 （方法; 方式） way; method; mode; means 3 （標...
  • 理筋 : restoring and treating injured soft tissues
  1. Introduction of doctor du zi - ming ' s manipulation of restoring and treating injured soft tissues and fractures

    近代中醫骨傷名家杜自明理筋正骨手法介紹
  2. It could promote blood circulation, subdue swelling, relieve pain, relieve muscle spasm and fix bone fracture etc. manual therapy is therefore often used in treating local injuries, e. g. fracture, dislocation, injury of muscles and tendons, etc.

    理傷手法是中醫骨傷科的治療方法之一通過理傷手法促進血液循環消腫止痛解除肌肉痙攣和接駁骨折等因此理傷手法常用於治療局部損傷例如骨折脫位傷筋等。
  3. Manual therapy is one of the treatment modalities in orthopaedics and traumatology of chinese medicine. it could promote blood circulation, subdue swelling, relieve pain, relieve muscle spasm and fix bone fracture etc. manual therapy is therefore often used in treating local injuries, e. g. fracture, dislocation, injury of muscles and tendons, etc.

    理傷手法是中醫骨傷科的治療方法之一，通過理傷手法促進血液循環、消腫止痛、解除肌肉痙攣和接駁骨折等；因此，理傷手法常用於治療局部損傷，例如，骨折、脫位、傷筋等。
  4. Using the techniques of chinese traditional tuina massage, aimed at the neck, shoulder, waist and back of the body, can help to relieve pain and tension in the muscles of these part of the body

    採用專業中式推拿技術手法對頸、肩、腰、背等局部進行按摩，尋找其中影響經絡暢通和血液循環的勞損點、鈣化點和小筋結.松解撥離組織粘連，理順筋絡
  5. Through comparing and analyzing of bearing capacity, development of crack and strain of reinforced, the results show that the load - deflection plots f or specimens from the finite element analysis agree well with the experimental data, and choosing the rightful stress - strain relationship, utilizing ansys program, the test process can be well simulated. at the same time, making used of the program, the traditional shear wall is analyzed. it shows that comparing with the traditional shear wall, the hollow shear wall ' s cracking load drop 16 %, yield load and failure load drop 13 %, stiffness drop 13 % ~ 22 %

    其次在試驗的基礎上，將試驗手段、有限元數值模擬方法和理論分析結合起來，利用有限元程序ansys對其中的兩片墻板進行非線性有限元分析，並對前後的承載性能，裂縫發展、鋼筋應變進行了比較和分析，結果表明有限元節點模型分析的荷載-位移曲線和試驗測得數據符合良好，選用合理的材料本構模型，利用ansys可以較好的模擬試驗過程；同時利用有限元模型對比分析了普通剪力墻和空心剪力墻，空心剪力墻與普通剪力墻對比，其開裂荷載下降16 ，屈服荷載、極限荷載下降13 ，剛度下降13 22 ，開裂至屈服、屈服至極限荷載階段的剛度衰減規律與普通剪力墻基本一致，空心剪力墻的後期剛度比較穩定。
  6. In this paper, a study has been made of analyzing the acoustics and vibration characters of the plate & shell and stiffened plate & shell structures with fea ( finite element analysis ) and basic theories of structural vibration and acoustic radiation, which, to some extent, helps the nonprofessional people understand the acoustical characters of these structures through acoustical means

    本文利用有限元方法，結合結構振動與聲輻射基本原理，對板殼、加筋板殼結構的聲?振特性進行了分析，利用信號處理技術實現結構聲?振特性的可聽化模擬。在一定程度上，使非專業人士也可以通過聲學手段了解結構的聲學特性。
  7. The current approaches including code methods to calculate stress losses due to anchorage set exist several shortcoming, such as unsuitable to different profiles of tendons or very complicated to compute due to sectional analysis. based on classical theory of friction when tendons are stretched in post - tensioned concrete members, the unified method to calculate the stress losses in tendons due to anchorage set while considering the affection of reverse friction has been established, these formulae are suitable to be used in computer ; also approximate formulae are produced which are suitable to manual computation, they are easy to be applied in research or design

    針對目前預應力鋼筋錨固時鋼筋回縮引起的預應力損失計算方法中存在的問題，建立了考慮反摩阻影響的后張法預應力混凝土橋梁錨固損失的統一計算式，適用於任意形狀的預應力鋼筋和單、雙端張拉的情形；給出了適于機算的理論公式和適于手算的近似計算式，可方便地應用於研究和工程實踐。
  8. In this paper, according to the reaction of deformation and crack of pavement caused by the non - uniform settlement and the whole stability between the new & old embankment after widening the used road on soft ground, based on the study of settlement and stability of soft ground, the author systematically analyzed the mechanism of geosynthetics in the widening pavement structure, and presented a whole settlement computing method of reinforced embankment in widening structure with the theory of soil mechanics

    本論文將利用土力學的相關理論，針對軟土地基上舊路加寬后，在新舊路基間所出現的不均勻沉降和新舊路基整體結合強度不夠而引起的路面變形、開裂等現象，從軟土地基沉降和路基穩定性入手，系統分析了土工合成材料在加寬路基結構中的作用機理，並初步提出了加寬道路加筋路堤沉降計算的一整套方法。
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