直接剪力 的英文怎麼說

中文拼音 [zhíjiējiǎnlì]
直接剪力 英文
direct shear
  • 直 : Ⅰ形容詞1 （成直線的; 硬挺的） straight; stiff 2 （跟地面垂直的; 從上到下的; 從前到后的） erect; v...
  • 接 : Ⅰ動詞1 （靠近;接觸） come into contact with; come close to 2 （連接; 使連接） connect; join; put ...
  • 剪 : Ⅰ名詞1 （剪刀） scissors; shears; clippers2 （姓氏） a surname Ⅱ動詞1 （用剪刀等使細的或薄片的東...
  • 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
  • 直接 : direct; immediate
  1. Standard test method for performing laboratory direct shear strength tests of rock specimens under constant normal force

    在恆定的常規應力下進行巖石樣品的實驗室直接剪切強度試驗的標準試驗方法
  2. The author advances that the shear connector is simulated by two spring elements, which are vertical to each other and parallel to the interface between steel and concrete, and one multipoint constraint element, mpc element, which is vertical to the interface. the author also puts forward that the crack of the deck is simulated by the gap element which ca n ' t support longitudinal tensile force but can support longitudinal compressive force

    提出了以正交的兩個平行於鋼和混凝土界面的彈簧單元及一個垂直於界面的多點約束（ mpc ）單元來模擬剪力鍵，以小間隙接觸（ gap ）單元來模擬混凝土橋面板的開裂，模型中忽略了混凝土板與鋼梁接觸面間由摩阻而產生的粘著力。
  3. As the first and chief component to anti - earthquake in the shear wall structure designing, the coupling wall - beam, which is designed well or not, affects the anti - earthquake performance of a building

    摘要連梁作為剪力墻結構抗震設計中的第一道防線和主要耗能構件，其設計的合理與否直接影響到建築物抗震性能的好壞。
  4. The philosophy and methodology of performance - based seismic design ( pbsd ) has been an extensive topic discussed by earthquake engineering experts at home and abroad. in this paper, research work on displacement - based seismic design ( dbsd ) at home and abroad are systematically collected and analyzed. based on the available references of seismic behavior of frame - wall buildings, the method of dbsd of reinforced concrete frame - wall buildings is primarily put forward by taking into account the fault of methods of seismic design in current code. the main contents are as follows : the actual stiffness of frames and seismic walls at different deformation stages are determined from experimental data, and the results are adopted in the dbsd method

    本文對國內外基於位移的抗震設計研究成果進行了較系統的綜述與分析，在已有框架-剪力墻結構抗震性能研究的基礎上，針對現行抗震設計方法的不足，提出了鋼筋混凝土框架-剪力墻結構直接基於位移的抗震設計方法，並對其進行了一些研究和探索，主要內容如下：對國內外框架和剪力墻的模型試驗數據進行分析，量化了剛度退化系數與層間側移角之間的關系，並將其結果引入框架-剪力墻結構直接基於位移的抗震設計方法中。
  5. Secondly, in combination with basic physical experimentation of the henan item “ study on embankment settlement mechanism and development rule for highway in the silt soil region ”, the mechanics speciality of silty soil is completely cognized and realized, through the laboratory experimentation of three kind of classical silty soil in puyang city. the experimentation include laboratory physical mechanism test, static compaction test, direct shear test, permeability test. and also analysis the influence of water content on soil ’ s shear strength, permeability and other mechanism character

    其次，結合河南項目「粉砂土地區高速公路路基沉降機理及其發展規律研究」課題的基本物理試驗部分，通過對濮陽市三種典型的粉質土的室內物性力學性質試驗、標準擊實試驗、直接剪切試驗、滲透試驗等一系列試驗研究，對粉質土的各力學特性進行全面系統的認識和了解，分析了含水量對粉質土的抗剪強度、滲透性等力學性質的影響。
  6. The first two mechanisms transfer joint shear, while the third inecha - nism provide ductility and energy dissipation capacity by confining the joint core concrete from lateral expansion

    前兩個機構直接傳遞節點剪力，后一個機構則通過約束節點核心區混凝土的側向膨脹提高節點的延性和耗能能力。
  7. The results show that, for flexural - tensile fatigue test and shear fatigue test, the two kinds of structure of common asphalt concrete with strata stress absorbed layer and glass fiber grating had good ability to resist reflection cracking, while the effect of paving asphalt concrete directly on cement concrete slab was worse

    結果表明，對于彎拉型疲勞試驗和剪切型疲勞試驗，普通瀝青混凝土下面鋪設strata應力吸收層、玻璃纖維格柵2種結構都具有良好的抗反射裂縫的能力，而在水泥混凝土面板上直接加鋪瀝青混凝土類結構的效果最差。
  8. In steel frame beam - to - column connections play a vital role in transferring bending of moments and shearing force, and their behavior affects steel frames overall performance under loads

    鋼框架中樑柱連接起著在兩種構件之間傳遞彎矩和剪力的作用，是鋼框架的主要組成部分，它的性能直接關繫到結構的整體反應。
  9. Located between circulating blood and vessel wall, vascular endothelial cells ( ecs ) ate constantly exposed to shear stress resulting from blood flow

    摘要血管內皮位於血管壁和血液的界面，直接與血流接觸而持續受血流剪切力的作用。
  10. The interview will be compiled by k. lui and published very soon. remember to bookmark our website and check back often ! i am not sure if kima was having problems with the budget or what they are a non - profit organization, this year, the film festival really lacked promotion

    他提倡的蒙太奇intellectual montage把電影剪接的意念再提高一個層面，即是把兩個完全相反及具沖突性的影像剪接排放在一起，以製造出比原來直線剪接更具沖激力及影響力的場面。
  11. Through the test of the separating sieve ' s and beams vibration acceleration, the dynamic bending moment, torque and shearing force as well as the analyze of each parameter by dividing rotation speed range from 300 r / min to 600 r / min of the main shaft, the change regularity of the vibration of the separating sieve, the vibration and the dynamic load on dangerous cross section with the change of rotation speed of the main shaft is obtained. research shows that there exits apparent relevance between the vibration as well as the dynamic load of the main beam and the vibration of the separating sieve. the vibration of the separating sieve mainly affects the composition of low frequency of the vibratio n of the main beam, appropriately amending the vibration acceleration of the separating sieve, the loading and vibration of the mam beam can be directly improved

    通過分檔測試主軸轉速在300 600r min范圍內分離篩與梁的振動加速度、梁所承受的動態彎矩、扭矩和剪力以及各參量的時頻域分析，得到了主軸轉速與分離篩振動、主梁的振動及其危險截面的動態載荷間的變化規律，研究表明梁的振動和其所承受的動載與分離篩的振動之間具有明顯的相關性，分離篩的振動主要影響梁振動的低頻成分，適度改善分離篩的振動加速度，可直接改善梁的負載和振動特性。
  12. Coupled walls include two or more single shear walls connected by coupling beams, which are the first line of energy dissipation under earthquake. so coupling beams " strength, stiffness, ductility and energy dissipating capacity can effect shear walls " performance directly

    聯肢剪力墻通過連梁把單片剪力墻連接在一起，是延性剪力墻抗震的第一道防線，因而連梁的強度、剛度、延性及耗能能力直接影響著剪力墻的性能。
  13. Generally, structure ' s stresses, not internal force, can be obtained by analyzing discrete structures with routine solid elements, but internal forces of structure such as moment, axial force and shear force are required in the design criterions which are working in the design of hydraulic structures and industrial and civil structures. a convenient method based on the equilibrium condition of internal force and element ' s stresses is presented in this paper. this method can directly solve constraining internal forces on the designated sections, and then solve the moment, axial force and shear force on the corresponding sections

    一般情況下用常規的實體單元對結構進行離散后求解得到的是結構的應力而非內力，而現行水工結構及工業與民用建築結構設計規范的設計準則主要是建立在結構內力（如彎矩、軸力、剪力等）基礎上的，本文採用了一種根據單元應力及內力平衡條件直接求解指定截面上的約束內力，並進而求解相應截面上的彎矩、軸力、剪力等的方法，該方法不需要對應力進行擬合。
  14. Standard test method for determining the coefficient of soil and geosynthetic or geosynthetic and geosynthetic friction by the direct shear method

    用直接剪力法測定土壤與土工合成物或土工合成物之間摩擦系數的標準試驗方法
  15. Furthermore, the results of pushover analysis indicate that the simplified column - beam model is validity. correlational three - lever seismic performance objectives, a case study applied direct dbsd method for a ten - storey r. c

    結合我國三水準抗震設防原則，採用直接基於位移的抗震設計方法對一幢10層框架-剪力墻結構進行了分析。
  16. ( 3 ) study of triaxial test of dry soil and the formation of shear band in triaxial specimen of fly ash. because the digital image processing technique can directly measure the axial and radial deformation of soil specimen in any moisture, general triaxial apparatus can be used to do the triaxial test of dry soil. in the study of the triaxial test of dry soil, the stress - strain characteristic is compared with that of the saturate soil at the same condition

    （ 3 ）干土的三軸試驗以及粉煤灰三軸試樣剪切帶形成的試驗研究：利用土樣變形數字圖像測量技術可以直接量測任意含水量土樣的軸向和徑向變形，對干土和飽和土進行三軸試驗，比較了干土和相同條件下飽和土的應力應變特性。
  17. Soil : investigation and testing. direct shear test with shearbox apparatus. part 2 : cyclic test

    土壤.調查和試驗.剪力匣直接剪切試驗.第2部分:圓剪切試驗
  18. Soil investigation and testing. direct shear test with shearbox apparatus. part 1 : direct shear

    土壤.調查和試驗.剪力匣直接剪切試驗.第1部分:直接剪切試驗
  19. Through establishing a new stress to gain another stress in structure strength test and making a judgment to apply the twin shear stress, the thesis offers a total theory and gets a mechanical premise

    應用該函數對復雜結構強度試驗中彈塑性范圍內直接檢測到的應變數據進行應力轉換，並結合雙剪應力強度理論對結構強度進行判定。
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