elastic response造句
例句與造句
- Dynamic elastic responses of discrete multilayered cylinder under intensive dynamic loading
強(qiáng)動(dòng)載荷下離散多層圓筒的彈性動(dòng)力響應(yīng)分析 - In chapter 3 , we briefly present the fundamental theory of the elastic response of a spherical earth to the surface loads and the treatment to the loading effects of the barometric pressure
第三章：簡述球形彈性地球負(fù)荷響應(yīng)解的基礎(chǔ)理論和大氣負(fù)荷效應(yīng)的處理方法；建立大氣重力和傾斜格林函數(shù)表達(dá)式 - Abstract : thermally induced stress and the relevant warpage cause by inappropriate mold design and processing conditions are problems that confounded the overall success of injection molding . a thermorheologically simple thermoviscoelastic two - dimension material model is used to simulate the residual stress and warpage within injection molded parts generated during the cooling stage of the injection molding cycle . the initial temperature field corresponds to the end of the filling stage . the fully time - dependent algorithm is based on the calculation of the elastic response at every time step . numerical results are discussed with respect to temperature and pressure
文摘:不均勻的熱殘余應(yīng)力及其變形是注塑成型加工中常見的工程問題之一.應(yīng)用熱流變簡單材料的二維熱粘彈本構(gòu)方程得到的遞推公式，數(shù)值模擬了成型中的熱殘余應(yīng)力及其翹曲變形，并用數(shù)值實(shí)驗(yàn)討論了溫度、壓力對(duì)注塑件殘余應(yīng)力及變形的影響，發(fā)現(xiàn)溫度變化不均勻是注塑件翹曲變形的最主要原因，其影響遠(yuǎn)大于壓力的作用，與工程實(shí)驗(yàn)的結(jié)論一致 - In this paper , the three level fortification criterion , two stage design method and the elastic response spectrum theory are adopted , and the program of nba ( the program of nonlinear - aseismic analysis for beam bridge ) is used to calculate . through gathering , analyzing and calculating a lot of bridge design materials , this paper induces a simple way to calculate the relative displacement of the beam and the pier , and then according to the current design method , it concludes a better design principle of the supporting length of the beams . at the same time the dynamics is adopted to put forward the design method of the carrying capacity and the lengthen of prestress wire ( steel bar ) falling - off prevention structures of highway bridges
本論文采用三水準(zhǔn)設(shè)防、兩階段設(shè)計(jì)方法、彈性反應(yīng)譜計(jì)算理論，運(yùn)用橋梁結(jié)構(gòu)非線性地震響應(yīng)分析程序nba ( theprogramofnonlinear ? aseismicanalysisforbeambridge )進(jìn)行計(jì)算；通過收集大量的實(shí)橋設(shè)計(jì)資料，經(jīng)分析計(jì)算，歸納總結(jié)出計(jì)算上下部結(jié)構(gòu)相對(duì)位移的簡便計(jì)算方法；并綜合國內(nèi)外的經(jīng)驗(yàn)值，提出梁的支承長度se的設(shè)計(jì)原則；同時(shí)運(yùn)用動(dòng)力學(xué)突加荷載的原理，推導(dǎo)分析了預(yù)應(yīng)力鋼絞線式(鋼棒連接式)落梁防止裝置設(shè)計(jì)承載力的計(jì)算方法和設(shè)計(jì)伸長量s _ f的取值；最后本文通過實(shí)橋計(jì)算，說明了落梁防止系統(tǒng)設(shè)計(jì)的方法。 - The three level fortification criterion and two stage design method and the elastic response spectrum theory are adopted , and the program of nba ( the program of nonlinear - aseismic analysis for beam bridge ) is used to calculate . a lot of bridge design materials are gathered , through analyzing and calculating , the bridge and the lrb are related by the intrinsic period
本論文采用三水準(zhǔn)設(shè)防、兩階段設(shè)計(jì)方法、彈性反應(yīng)譜計(jì)算理論，采用橋梁結(jié)構(gòu)非線性地震響應(yīng)分析程序nba ( theprogramofnonlinear ? aseismicanalysisforbeambridge )進(jìn)行計(jì)算；通過收集大量的實(shí)橋設(shè)計(jì)資料，經(jīng)分析計(jì)算，通過周期將橋梁與鉛銷橡膠支座聯(lián)系起來。 - It's difficult to find elastic response in a sentence. 用elastic response造句挺難的
- The paper carried out elastic response spectrum analysis on staggered truss frame system , input two strong ground motion records to carry out elastic and plastic time - history analysis . the paper compared the difference of aseismic property between 20 - storeyed composite truss and 20 - storeyed braced composite truss , and concluded that longitudinal brace can not only increase the rigidity but also reduce drift displacement of the first storey . in addition , the paper adopted displacement coefficiency in push - over method to obtain object displacement , and gave the failure modes of the two structures respectively
本文對(duì)鋼結(jié)構(gòu)交錯(cuò)桁架體系進(jìn)行了彈性反應(yīng)譜分析、輸入了兩條強(qiáng)震記錄進(jìn)行彈性以及彈塑性時(shí)程分析，對(duì)比了20層混合式和20層縱向帶支撐混合式在彈性階段及彈塑性階段的抗震性能區(qū)別，得出縱向帶支撐不但有利于增大縱向的剛度，還可以減小結(jié)構(gòu)底層層間變形的結(jié)果；利用pushover的位移系數(shù)方法得出了結(jié)構(gòu)的目標(biāo)位移，并得出了兩種結(jié)構(gòu)的破壞模式。