橫向載荷試驗 的英文怎麼說

中文拼音 [héngxiàngzǎishìyàn]
橫向載荷試驗 英文
lateral load test
  • : 橫形容詞1. (蠻橫; 兇暴) harsh and unreasonable; perverse 2. (不吉利的; 意外的) unexpected
  • : 載Ⅰ名詞(年) year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  • : 荷名詞(蓮) lotus
  • : 名詞(古代占卜用的器具) astrolabe
  • : 動詞1. (察看; 查考) examine; check; test 2. (產生預期的效果) prove effective; produce the expected result
  • 橫向 : broadwise; infeed; crossrange; abeam;transverse; transverse direction; cross; crosswise; lateral;...
  • 載荷 : load; loading載荷變化 load fluctuation; variation in load; 載荷裝置 load device
  • 試驗 : trial; experiment; test
  1. The load transverse distribution coefficient of test is in coincidence with the calculating hypothesis. prestress is linear distribution along the section height. the deformation of the section is according with the plane hypothesis

    通過對結果與有限元計算結果的對比分析,得出結論如下: 1 、本文所測分佈系數符合計算假定;預應力沿截面高度分佈具有較好的線性關系,截面變形符合平面假設。
  2. The thesis had done the theories analysis in detail and built the relevant mathematics models aiming at the mechanics characteristic about the lodging of stalk, the elastic and plastic deform of stalk under the action of the transverse loads, the mechanics condition which causes stalk pushed, the relation between the speed of unit and the surface radius of ski, the relevant location between the thickness of the compressed stalk and action location of load, the relevant location between the mating device and plough, the coefficient of overturning soil under the thickness of the compressed stalk and so on. in addition, the computer aided analysis and simulating experiments in field were acted by choice

    本文對秸稈自倒伏力學特性;作用下的莖稈彈塑性變形與秸稈被推倒的力學條件;機組作業速度與滑撬曲面半徑的關系;秸稈壓實厚度與加作用點的相對位置;配套裝置與犁體相對位置;秸稈壓實厚度下的翻垡系數等,進行了較詳細的理論分析並建立了相關數學模型。在此基礎上,本項研究還選擇性地進行了計算機輔助分析和田間模擬
  3. Performance test for prefabricated reinforced components made of autoclaved aerated concrete or lightweight aggregate concrete with open structure under transverse load

    下敞形結構高壓蒸養加氣混凝土或輕集料混凝土預制加筋部件的性能
  4. All results of analyzing, calculating and wind tunnel test indicate the vibration of yamen bridge pylon were rather serious, so it is necessary to control the wind - induced responses during construction

    計算和風洞均表明,在風作用下該橋塔抖振響較為嚴重,需對獨塔施工階段的抖振響應進行控制。
  5. Standard methods of static load test for combined tensile and transverse load resistance of paneled wall systems in building construction

    房屋構造中隔墻系統耐拉伸與結合用靜的標準方法
  6. Test methods for static load test for combined tensile and transverse load resistance of panel wall systems in building construction

    建築物結構隔墻系統抗拉伸與組合的靜方法
  7. Observing the mechanics and effect of the new strengthening method with test and finite element method is supposed to offer a guide for technology and become valuable in theory and practice. both compression test, including four reinforced and three control specimens, and shear - compression test, including nineteen reinforced and four control specimens are being studied in this paper. the research on the curves of load - strain, load - deflection and hysteretic shows that the transverse translation of the reinforced columns is well controlled with an upgrading of both ductility and ultimate bearing capacity ( ubc )

    本文對4根鋼絲網外噴高強砂漿加固鋼筋混凝土柱和3根對比鋼筋混凝土柱進行了軸壓研究,並對19根加固鋼筋混凝土柱和4根對比鋼筋混凝土柱進行了剪壓研究;通過對-應變曲線、-撓度曲線和滯回曲線等的研究表明,採用該加固方法能有效的約束柱子變形,並對提高鋼筋混凝土柱的極限承力和延性有明顯的效果;同時根據理論及加固機理分析提出了適應於此加固方法的軸壓極限承力計算公式。
  8. Standard test method for conducting traverse and concentrated load tests on panels used in floor and roof construction

    進行地板和屋面建築用配電板的和集中的標準方法
  9. Soil : investigation and testing. isolated pile test under static transversal load

    土壤.調查與.靜力下隔離樁
  10. Lateral load test of pile

    原位測單樁橫向載荷試驗
  11. First1y, in this paper, the testes about tensi1e resistance of masonry components in different period are processed and re1ated suppositions and formu1as are brought forward : the formu1a about maxima1 shear stress of top side in high or tier masonry bui1dings is deduced. it can be found easi1y that the factors affect ing the maxima1 shear stress are vertica1 resi stance coefficient 1oad magnitude wa11 geometry dimensions and its modu1us of e1asticity

    首先,進行了不同齡期下的砌體件抗壓力學性能,提出了相關的假定和公式,推導出了縱差影響下的多、高層砌體結構房屋頂層的最大剪應力公式,從中可以看出影響最大剪應力的因素有豎阻力系數、大小、墻體的幾何尺寸和墻體的彈性模量等。
  12. 4. it is shown from the dynamic test results that the effects are different at the different places with the same load, the impact changes with the different velocity of the truck, which affects the deflection of the bridge. 5

    4 、從此次動結果可以看出,同一布置不同,對橋梁結構的動力影響不同,不同車速對橋梁沖擊作用不同,會使橋梁結構的動撓度發生變化。
  13. Lateral pile load test

    單樁橫向載荷試驗
  14. Aerospace series. elements of electrical and optical connection. test methods. part 404 : transverse load

    航空航天系列.電氣及光學連接元件.方法.第404部分:
  15. Steel strip sheaths for prestressing tendons - test methods - part 4 : determination of lateral load resistance ; german version en 524 - 4 : 1997

    預應力部件帶鋼護套.方法.第4部分:耐
  16. Elements of electrical and optical connection - test methods - optical elements - transverse load

    電氣和光學連接元件.方法.光學元件.
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