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step-by-step integration中文是什么意思

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  • 例句與用法
  • Step - by - step integration method based on gurtin variational principle of displacement model
    變分原理的逐步積分法
  • This step - by - step integration of components takes place in a bottom - up fashion , according to the order stipulated in the integration build plan
    這種一步步的組件集成發(fā)生在自下至上的方式中,并且按照集成構(gòu)建計(jì)劃規(guī)定的順序進(jìn)行。
  • The result of the study included two aspect : one is the affection when hollow opened and pier on arch - dam with statics calculation , earthquake response spectrum analysis and analysis of time - history i . e step - by - step integration analysis
    本文完成的主要工作有兩個(gè)方面:一是通過(guò)靜力分析、反應(yīng)譜分析和時(shí)程分析研究壩身開(kāi)孔及閘墩對(duì)壩體整體動(dòng)力反應(yīng)的影響。
  • In this thesis , the internal force and transfiguration of the double reticulated dome under different load combination are studied ; the linear and nonlinear analysis are separately performed ; compare the difference between space girder element and space truss element ; at last analyze the dynamical response under seismic action . the horizontal seismic response of double layer oblate lattice shell is analyzed by using step - by - step integration procedure . the effect of some parameters such as exterior load , different support conditions and damping ratio on the dynamic internal forces and dynamic properties is studied
    本文旨在研究雙層球狀網(wǎng)殼結(jié)構(gòu)在各種載荷組合下的內(nèi)力和變形,分別進(jìn)行了線性和非線性靜力分析;進(jìn)行了空間梁?jiǎn)卧涂臻g桿單元兩種計(jì)算模型的比較;最后進(jìn)行了在地震荷載作用下的動(dòng)力反應(yīng)分析,動(dòng)力分析中用子空間迭代法得出了這類空間結(jié)構(gòu)的動(dòng)力特性,用時(shí)程法中的振型疊加法分析了結(jié)構(gòu)在水平地震作用下的動(dòng)態(tài)響應(yīng)規(guī)律。
  • The spatial member - story model is adopted as the dynamic analysis model for base - isolated structures by considering the isolation device as a special element , the dynamical equation is established , time - history analysis is conducted by step - by - step integration and iteration methods , and program of dynamic analysis on base - isolated structures ( dabis ) which can be used for analysis on multi - dimensional and lateral - torsional coupled seismic response of base - isolated structures is worked out
    將隔震裝置作為特殊單元,采用空間桿系?層模型作為基礎(chǔ)隔震結(jié)構(gòu)動(dòng)力分析模型,建立其運(yùn)動(dòng)方程,采用逐步積分法和迭代法進(jìn)行時(shí)程反應(yīng)分析,編制了可進(jìn)行基礎(chǔ)隔震結(jié)構(gòu)多維及平?扭耦聯(lián)地震反應(yīng)分析的基礎(chǔ)隔震結(jié)構(gòu)動(dòng)力分析程序dabis 。
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