step-by-step integration造句
例句與造句
- 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)建計劃規(guī)定的順序進行。 - 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方面：一是通過靜力分析、反應(yīng)譜分析和時程分析研究壩身開孔及閘墩對壩體整體動力反應(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，分別進行了線性和非線性靜力分析；進行了空間梁單元和空間桿單元兩種計算模型的比較；最后進行了在地震荷載作用下的動力反應(yīng)分析，動力分析中用子空間迭代法得出了這類空間結(jié)構(gòu)的動力特性，用時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)動力分析模型，建立其運動方程，采用逐步積分法和迭代法進行時程反應(yīng)分析，編制了可進行基礎(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)動力分析程序dabis 。 - It's difficult to find step-by-step integration in a sentence. 用step-by-step integration造句挺難的