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initial prestress in Chinese

Pronunciation:
How to pronounce "initial prestress""initial prestress" in a sentence"initial prestress" meaning

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  • 初預應力

Examples

  • The difference of initial prestress and force in the members between experiment results and numerical results is small
    試驗模型的初始預應力分布的試驗結(jié)果和理論值之間吻合程度良好。
  • Dong shi - lin , yuan xing - fei . a quick calculation method for initial prestress distribution of geiger domes j . spatial structures , 2003 , 9 ( 2 ) : 38 , 19
    董石麟，袁行飛肋環(huán)型索穹頂初始預應力分布的快速計算法j空間結(jié)構(gòu)， 2003 ， 9 （ 2 ） ： 3819
  • The dynamic properties of the tensegrity that is combined by some modes is investigated in the effect of initial prestress and external force , some results are got
    本文研究了張拉整體單元幾種組合方式下組成的張拉整體結(jié)構(gòu)在初始預應力以及外力作用下不同的動力特性。
  • The model experiment shows that the construction techniques of moving outer diagonal cable are effective . the experiment model of sunflower - patterned cable dome is designed . the static behavior and initial prestress are measured
    葵花型索彎頂結(jié)構(gòu)的模型試驗表明，張拉最外圈斜索的施工成形方法是切實可行，而且是行之有效的。
  • By analyzing a monofilament cable , it is presented the conclusions that the influencing factors of the load - carrying properties of flexible supporting s stem include the initial prestress the diameter of tension rod or cable , the rise ratio and the height of the structure etc
    通過對單根拉索結(jié)構(gòu)的力學分析，提出影響這種結(jié)構(gòu)剛度和承載性能的因素主要包括：初始施加預應力的大小、拉桿（索）的直徑、結(jié)構(gòu)的腹高比以及結(jié)構(gòu)的高度等。
  • It shows that the method suggested in the paper is simple , applicable for engineering and has good precision . on the bases of the formulas deduced , and combining with relative test datas , it studies in the paper several factors influencing the bearing performance of the simple beams , such as shape of the external tendons , the equal moment segment length , span - to - depth ratio of the beam , valid initial prestress of the external tendons , area of the internal tension reinforcement , strength of the concrete , vertical distance between
    在公式推導的基礎上,結(jié)合相關(guān)試驗資料,研究了體外筋的形狀、等彎矩區(qū)長度、梁跨高比、有效張拉預應力、體內(nèi)受拉筋配筋率、混凝土強度、錨固點到梁上邊緣在垂直方向上的距離、體外預應力筋水平段長度(雙折線型體外筋的情況)以及荷載類型等對體外預應力混凝土簡支梁受力性能的影響。
  • And the procedure of solving initial prestress by equilibrium matrix theory and simplified method are elucidated . the self - stress mode of sunflower - patterned cable dome must be positive , and the mechanisms mode equals to zero . it seems like statically indeterminate structures and is geometrical stable structure
    明確了葵花型索穹頂結(jié)構(gòu)形態(tài)分析的具體內(nèi)容；闡述了用平衡矩陣理論和簡化算法求解索穹頂結(jié)構(gòu)初始預應力的過程，指出葵花型索穹頂結(jié)構(gòu)的自應力模態(tài)s 0且機構(gòu)位移模態(tài)m = 0 ，相當于結(jié)構(gòu)力學中的超靜定結(jié)構(gòu)，同時它也是幾何穩(wěn)定的結(jié)構(gòu)；提出了考慮結(jié)構(gòu)自重時葵花型索穹頂結(jié)構(gòu)初始預應力的求解方法，這種方法求得的初始預應力更加準確。
  • The solution of initial prestress considering dead load is presented , which is more accurate . the calculation model of sunflower - patterned cable dome is built up . the static behavior of sunflower - patterned cable dome and sunflower - patterned cantilever roof is analyzed by ansys program and its results show that thesis two structures have good stiffness and load capability
    建立了葵花型索穹頂結(jié)構(gòu)的計算模型；運用ansys有限元軟件對葵花型索穹頂結(jié)構(gòu)和葵花型張拉挑蓬結(jié)構(gòu)作了靜力性能分析，結(jié)果顯示這兩種結(jié)構(gòu)具有良好的剛度和承載能力。

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