例句與造句

1. A new nonlinear finite element model which applies subsystem connect beams element and space degenerate shell element to analyze eccentric braced structural energy - dissipation and links collapse mechanism is presented in this paper
   本文提出了應(yīng)用子結(jié)構(gòu)法聯(lián)合梁單元與空間退化曲殼單元分析偏心支撐鋼框架耗能性能及耗能梁段破壞機(jī)理的非線性有限元分析模型。
2. So the result is more accurate than old methods . the result of structural energy response based on wavelet provides a practicable method for structure design and design energy dissipation system in structure , this chapter ' s analysis and contrast tell us littlewood - paley wavelet is not suitable for analyzing energy of earthquake ground motion and structural energy response . on the purpose of calculating energy , meyer wavelet must be modified so that its frequency integral is a constant , the result of energy by modified meyer wavelet and harmonic wavelet is practicable , only the later is bigger but in the same energy level
   通過三種小波基( littlewood ? paley小波、 meyer小波、諧波小波)下的地震地面運(yùn)動(dòng)能量分析以及結(jié)構(gòu)地震能量反應(yīng)分析說明：直接通過加速度記錄可以求得地震動(dòng)能量，由于小波系數(shù)中同時(shí)含有時(shí)域和頻域的能量，由此得出的能量比以往的方法更準(zhǔn)確；在此基礎(chǔ)上求得了結(jié)構(gòu)的能量反應(yīng)時(shí)程，為結(jié)構(gòu)設(shè)計(jì)及結(jié)構(gòu)中設(shè)計(jì)耗能體系提供了具體的方法；通過這一章對(duì)比分析得出， littlewood ? paley小波不適合于作地震動(dòng)能量分析和結(jié)構(gòu)能量反應(yīng)分析。
3. For the purpose of wavelet ' s basic concept and wavelet transform fundamental principle , four wavelets : littlewood - paley wavelet , meyer wavelet , harmonic wavelet and odd exponent wavelet are used to analyze structural response under earthquake ; experimental investigation has been carried out for two - stories frame model ; this paper also analyzes earthquake ground motion energy and structural energy response based on wavelet ; this paper proposes dynamic reliability analysis for structure seismic response based on wavelet
   針對(duì)小波的基本概念、小波變換的基本原理，本文提出了用四種小波： littlewood ? paley小波， meyer小波，諧波小波，單邊指數(shù)小波來進(jìn)行結(jié)構(gòu)地震反應(yīng)分析、并對(duì)二層框架模型進(jìn)行振動(dòng)臺(tái)試驗(yàn)研究、也進(jìn)行了在小波基下的地震地面運(yùn)動(dòng)能量分析和結(jié)構(gòu)地震能量反應(yīng)、以及結(jié)構(gòu)地震反應(yīng)在小波基下的動(dòng)力可靠性分析。
4. It is shown by the two - stories frame model shake - table test that the contrast two response of acceleration based on wavelet and experiment draws on such conclusion : littlewood - paley wavelet does not agree with the test , so it is not suitable for structural seismic response , because structural acceleration response is too small . the wavelet transform result of acceleration response based on meyer wavelet , harmonic wavelet and odd exponent wavelet agree with the test , thus they can be used to analyze structural seismic response . the analysis of earthquake ground motion energy and structural energy response based on these three wavelets ( littlewood - paley wavelet , meyer wavelet , harmonic wavelet ) shows that we can calculate earthquake ground motion energy by the record of acceleration , because the wavelet coefficient includes time - domain energy and frequency - domain energy
   通過對(duì)二層框架模型進(jìn)行振動(dòng)臺(tái)試驗(yàn)研究說明：從小波變換得到的加速度反應(yīng)和模型上的第一層及第二層的試驗(yàn)測得的加速度比較得出的結(jié)論是， littlewood ? paley小波不適合于用來作結(jié)構(gòu)地震反應(yīng)分析，因?yàn)樵诖诵〔ㄏ碌慕Y(jié)構(gòu)加速度反應(yīng)太小，和實(shí)驗(yàn)情況不符； meyer小波、諧波小波、單邊指數(shù)小波這三種小波從理論上得到的加速度反應(yīng)同實(shí)驗(yàn)測得的加速度過程比較吻合，因此從試驗(yàn)上證明用meyer小波、諧波小波和單邊指數(shù)小波來作結(jié)構(gòu)地震反應(yīng)分析是比較合適的。
5. It's difficult to find structural energy in a sentence. 用structural energy造句挺難的