torsional shear 中文意思是什麼

torsional shear 解釋
扭剪力
  • torsional : adj. 扭的,扭轉的。
  • 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. Shear stresses and shear strains in prismatic members may be caused by either torsional moments, or by shear forces associated with flexure.

    在等截面桿件中,剪應力和剪應變可以由扭矩引起,或者由變曲相關的剪力引起。
  2. If shear, torsional and axial deformations are to be taken into account, their effects must be added into the expression for internal work.

    在計算中若考慮剪切、扭轉及軸向變形,則其影響應該迭加到內虛乘積功的表達式中。
  3. The plexiglass model test is carried out by two selective shape, the stress of each test operating loads was obtained in order to validate the correctness of the finite element modeling. in this paper, a regularity of shear lag effect of main sections in two kinds of box girder is given. as the foresight project of double - level - driveway continuous box girder, this research fully utilizes the space of box girder structure and flexural and torsional properties of high - depth box girder, which have innovative significance and applied foregroundin engineering

    對所選擇的結構形式進行縮尺有機玻璃模型試驗,得到實腹連續箱梁和空腹箱梁在各種試驗工況荷載下的應力,通過換算分析,驗證了本文所建立的有限元模型的準確性,由此得到兩種箱梁各主要斷面剪力滯效應的變化規律。
  4. As the basis of stochastic torsional analysis, a stepped thin - walled beam model with complex cross - sections of arbitrary shapes ( open, closed or mixed ) is established in this paper, which takes into account the effect of secondary shear flow resulting from warping restraint

    摘要具有復雜斷面形狀的階梯精密梁模型作為扭轉隨機分析的基礎,可以計及翹曲約束引起的二次剪流。
  5. Analysis of prototype with frame - bent in the longitudinal direction and frame - shear wall in the transverse direction under the earthquake with peak acceleration 50gal. is conducted. the following subjects are concerned : the dynamic properties, the torsional effect on the structure, split lever influence on the distribution of the shear forces in the columns, the mechanic of the frame corporation with the bent

    在試驗研究的基礎上,對橫向框排架、縱向框架?剪力墻結構的整體廠房進行平扭耦聯的地震反應分析,研究了該類結構的動力特性、扭轉對整體結構受力的影響、層間變形及扭轉效應、框架與排架的內力分配、錯層對該層各柱剪力分配的影響、相應的簡化計算方法等相關內容供設計時參照。
  6. Testing method for torsional shear strength of dodel joint by inorganic adhesives

    無機膠粘劑套接扭轉剪切強度試驗方法
  7. Testing method for torsional shear strength of doedl joint by inorganic adhesives

    無機膠粘劑套接扭轉剪切強度試驗方法
  8. Torsional shear - high - strength bolts should all shake their heads to finally shake off the tail end of plum, not omission

    扭剪型高強螺栓應全部擰掉尾部梅花頭為終擰結束,不準遺漏
  9. Testing of adhesives for metals and of bonded metal joints ; torsional shear test

    金屬粘合劑和金屬粘結接頭的檢驗.扭剪試驗
  10. In this paper, some aspects such as the behavior of pore pressure of unsaturated loess, the dynamic constitutive relationship and the characteristics of the dynamic modulus, dynamic strength and dynamic damping ratio are studied with the dynamic torsional shear test of loess

    在以上研究的基礎上,本文又通過黃土的動扭剪試驗研究了非飽和黃土的孔隙壓力特性、動本構關系、動剪切模量特性、動強度特性以及動阻尼比特性。
  11. The pore air pressure gradually goes up with the developing of axial strain in the process of the dynamic torsional shear test of loess, but the pore water pressure hold the line or goes up a little in the last. the stress - strain dynamic constitutive relationship of intact loess and man - made loess show the hyperbolic model. there are some remarkable differences of strength and strain between unsaturated loess and saturated loess

    研究結果表明:非飽和黃土在動力扭剪試驗過程中,隨著軸向變形的發展,孔隙氣壓力逐漸上升,而孔隙水壓力則基本保持不變或後期略有升高;原狀黃土和重塑黃土的應力應變本構關系呈雙曲線型;非飽和黃土和飽和黃土的強度及變形特性存在明顯差異;進而分析了含水量、固結應力和固結應力比對黃土動力特性的影響本文最後對非飽和土的有效應力計算公式進行了討論。
  12. Torsional shear strength

    扭轉剪切強度
  13. Study on torsional behavior of r. c. members with box sections subjected to biaxially eccentric compression and biaxial shear under reversed torsion

    低周反復扭矩下鋼筋混凝土復合受扭構件的受扭性能研究
  14. In order to investigate the seismic torsional response of base - isolated structures with frame - shear walls, the lateral - torsion coupling vibration model and the corresponding motion equation are formulated for the high - storey structure with frame - shear wall and isolated foundation under seismic action

    摘要為了研究框架剪力墻基礎隔震結構的地震扭轉反應,建立了地震作用下高層框架剪力墻基礎隔震結構的平移扭轉耦聯振動模型和運動方程,分析了單軸偏心基礎隔震結構的平移扭轉耦聯地震響應,並探討了不同偏心率下隔震結構的地震反應。
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