torsion shear 中文意思是什麼

torsion shear 解釋
扭轉剪切
  • torsion : n. 扭轉；扭（轉）力；【物理學】扭（力）矩，轉（力）矩；【醫學】捩轉。 torsion pairing 扭曲配對。
  • shear : vt vi （sheared 〈古語〉 shore; shorn sheared）1 剪（羊毛等）；修剪（樹木）；剪（呢絨的）長毛。2 ...
  1. The plating in ships is generally subjected to combined in - plane and lateral pressure loads. in - plane loads include biaxial compression / tension and in - plane bending and edge shear, which are mainly induced by overall hull girder bending and / or torsion of the vessel. lateral pressure loads are due to water pressure and cargo

    面內載荷分為軸向壓應力或拉應力、邊緣剪切應力以及面內軸向彎曲應力。實際的船舶結構中面內載荷通常由船體梁的總縱彎曲或者船體梁的扭轉引起。側向壓應力則由水壓力和貨物壓力引起。
  2. Shear force and torsion effects can be taken into account in a similar way, by the addition of further terms.

    相似地，追加更多項就可以考慮剪力和扭矩的影響。
  3. Torsion - shear specimen for testing resistance spot welds

    檢測電阻點焊用扭轉剪切樣件
  4. Then the shear and torsion strength of the beams and the number of stirrups were checked. the program for this system is pragmatic because it includes some cases that are always met in practice

    本文所編制的預應力混凝土井字梁計算機輔助設計系統考慮了實際工程中常遇到的邊梁扭矩較大、預應力筋相碰等問題，因此具有實用性。
  5. The major work is as follows : 1 ) based on dry hull modal analysis of flexure - torsion coupling vibration of unsymmetrical ship structures about longitudinal centerline, a transfer matrix method to calculate the dynamic characteristics is adopted after the parameters of structures are specified. taken both shear effect and warping deformations into account, the point and field transfer matrices are derived, and the influence on dynamic characteristics is computed according to different damaged positions and areas

    其主要內容如下： 1 ）通過薄壁梁理論求得結構參數后，採用遷移矩陣法，在考慮剪切效應、轉動慣量和翹曲影響下，推導出求解破損船體結構的動態特性公式系統的場遷移矩陣和點遷移矩陣，並著重分析了船體不同破損程度和翹曲變形對船體振動的動態特性的影響。
  6. Research has been done on the calculating methods of lateral stiffness and bearing capacity of the frame. according to experimental studies, finite element analysis and theoretical analysis, it develops to calculate lateral stiffness of frame with special - shaped columns of greater height - width ratio by using frame with rigid zones, and considering shear deformation of beam and columns. without considering the torsion of the whole structure, assuming the special - shaped column in the rc frame is flexural failure under uniaxial eccentricity force, putting forward the calculation method of flexural strength of special - shaped columns and the shear strength in a story for r. c

    對異形柱框架分別按普通框架和壁式框架進行分析，並與空間有限元分析結果和試驗結果進行比較，提出了異形柱框架結構側向剛度的計算方法；在整體結構不產生扭轉且異形柱為彎曲破壞的假定下，提出了異形柱的受彎承載力及受剪承載力計算公式；提出了根據異形柱框架結構的破壞機構確定其樓層受剪承載力的方法。
  7. Adhesives - determination of shear behaviour of structural adhesives - torsion test method using butt - bonded hollow cylinders

    粘合劑.結構膠粘劑抗剪性能的測定.使用對接粘合的空心圓柱體進行抗扭測定的試驗方法
  8. Structural adhesives - determination of shear behaviour of structural bonds - torsion test method using butt - bonded hollow cylinders

    結構膠粘劑.結構膠粘劑抗剪性能的測定.使用對接接合空心圓柱體的抗扭試驗方法
  9. Structural adhesives - determination of shear behaviour of structural bonds - part 1 : torsion test method using butt - bonded hollow cylinders

    結構粘合劑.結構膠粘劑抗剪性能的測定.第1部分:使用對接接合空心圓柱體的抗扭試驗方法
  10. In this paper, nonlinear behavior of reinforcement concrete combined torsion members subjected to axial compression, bending moment, shear and torsion is analyzed and researched with nonlinear finite element method. concrete has been modeled using eight - node hexahedral isoperimetric element and reinforcement element are divided into two cases. longitudinal reinforcement has been modeled with discrete element and stirrup has been modeled with smeared element

    在建立鋼筋混凝土的有限元模型時，混凝土採用的單元為八節點六面體等參單元，鋼筋單元分為兩種情況，縱向鋼筋採用分離式鋼筋單元，箍筋採用埋藏式鋼筋單元，即箍筋作為附著在混凝土等參數單元內或單元上的「膜單元」 。
  11. Calculation method of torsion effect in frame - shear wall structures

    剪力墻結構扭轉計算方法
  12. From data reports we can see that bridge designers emphasize resistance to bending and shear that was studied sophisticatedly, but many experts neglect resistance to torsion. existing investigation state of bridges shows that diseases of bridges designed under the theory are exposed

    所有資料表明，設計者普遍重視的是橋梁的抗彎和抗剪承載力，這些方面的理論研究已經比較成熟，但在橋梁的抗扭承載力方面則很少有人問津。
  13. The ratio of story shear rigidity as well as the equivalent lateral rigidity ratio of story above the transfer story to the story under the transfer story should be designed properly to avoid the transfer story becoming weak story, thus the shear walls and the columns in the large base will not yield before the elements above the transfer story ; ( 2 ) the translation - torsion coupled effects and the vibration in the plane should be considered in analysis of structure with large base and muti - towers

    轉換層的設計除應控制層剪切剛度比外，還應控制轉換層上部與下部結構的等效側向剛度比以避免薄弱層出現在框支層，保證地震作用下落地剪力墻和框支柱不先於轉換層上部結構進入屈服狀態；大底盤多塔樓結構的分析必須考慮平扭耦聯振動和樓板平面內振動的影響。
  14. Adhesives - determination of shear behaviour of structural bonds - part 1 : torsion test method using butt - bonded hollow cylinders

    膠粘劑.結構粘結耐剪切特性的測定.第1部分:利用對頭粘結中空圓柱的扭轉試驗
  15. Shear wave splitting was observed by employing torsion vibration shear - wave transducers with broadband, which show that shear wave, whatever it ' s vibration mode may be, can split in anisotropy media

    在各向異性介質中，使用寬頻帶扭轉振動橫波換能器觀測到了橫波分裂現象，表明在各向異性介質中無論什麼振動方式的橫波中都會發生橫波分裂。
  16. Topics covered include : static equilibrium, force resultants, support conditions, analysis of determinate planar structures ( beams, trusses, frames ), stresses and strains in structural elements, states of stress ( shear, bending, torsion ), statically indeterminate systems, displacements and deformations, introduction to matrix methods, elastic stability, and approximate methods

    主題包含了：靜力平衡、合力、支承條件、靜定平面結構（梁、桁架、構架）分析，結構構件之應力與應變，應力狀態（剪力、彎矩、扭力） ，靜不定系統，變位與變形，矩陣方法介紹，彈性穩定及近似值解法。
  17. Torsion shear apparatus

    室內土工試驗扭剪儀
  18. Taking advantage of both, this paper choose t cross - section and enlarge detail dimension. the goal of optimum design is to increase torsion inertia moment and reduce shearing stress when moment of flexion and shear bearing capacity of single - beam is satisfied

    綜合二者之優缺點，本課題選取t梁截面形式，用增大其細部尺寸的方法，以提高抗扭承載力為目標，滿足彎剪等承載力要求為約束條件進行主梁截面的優化。
  19. With the development of high - rise building, the normal strength concrete and high - strength concrete are applied more and more extensively. it is necessary to study much more behaviors of combined - force member under gone bend, axial press, shear and torsion

    普通混凝土及高強混凝土隨著高層建築的發展得到廣泛的應用，有必要對普通混凝土和高強混凝土承受彎壓剪扭復合受力構件的結構性能做進一步研究。
  20. Also the failure modes and the cracking torque, original stiffness, ultimate torsion strength and ductility are discussed in this case. the factors affected torsion bearing capacity of high - strength concrete frame column is analyzed too. the seismic performances of normal - strength and high - strength concrete frame column subjected to biaxial eccentric compression, shear and reversed torque are studied

    以軸壓比和相對偏心距為主要研究參數，揭示高強鋼筋混凝土構件在單向、雙向偏壓剪單調、反復扭矩作用下的破壞特徵、開裂扭矩、剛度、強度、延性等特性，分析了影響高強混凝土框架柱抗扭承載力的因素。
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