initial prestress造句
例句與造句
- The difference of initial prestress and force in the members between experiment results and numerical results is small
試驗(yàn)?zāi)Ｐ偷某跏碱A(yù)應(yīng)力分布的試驗(yàn)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(yù)應(yīng)力分布的快速計(jì)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(yù)應(yīng)力以及外力作用下不同的動(dòng)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(yàn)表明，張拉最外圈斜索的施工成形方法是切實(shí)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(duì)單根拉索結(jié)構(gòu)的力學(xué)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(yù)應(yīng)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's difficult to find initial prestress in a sentence. 用initial prestress造句挺難的
- 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(dǎo)的基礎(chǔ)上,結(jié)合相關(guān)試驗(yàn)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(yù)應(yīng)力、體內(nèi)受拉筋配筋率、混凝土強(qiáng)度、錨固點(diǎn)到梁上邊緣在垂直方向上的距離、體外預(yù)應(yīng)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(duì)體外預(yù)應(yīng)力混凝土簡(jiǎn)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?yán)碚摵秃?jiǎn)化算法求解索穹頂結(jié)構(gòu)初始預(yù)應(yīng)力的過程，指出葵花型索穹頂結(jié)構(gòu)的自應(yīng)力模態(tài)s 0且機(jī)構(gòu)位移模態(tài)m = 0 ，相當(dāng)于結(jié)構(gòu)力學(xué)中的超靜定結(jié)構(gòu)，同時(shí)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(shí)葵花型索穹頂結(jié)構(gòu)初始預(yù)應(yīng)力的求解方法，這種方法求得的初始預(yù)應(yīng)力更加準(zhǔn)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(jì)算模型；運(yùn)用ansys有限元軟件對(duì)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。