例句與造句

1. Elasto - plastic model of soft clay under reversal load
   往復(fù)荷載下軟土的邊界面廣義彈塑性模型
2. Based on behavior of joint core under cyclic reversal load , according to actual measurement load - displacement hysteresis loops , slip of longitudinal reinforcement passing through joint and shear deformation of joint in a serial of beam - column subassemblage tests , the typical slip hysteresis model of longitudinal reinforcement passing through joint and typical shear deformation hysteresis model of joint are proposed in this paper
   本文以節(jié)點(diǎn)的受力特性及規(guī)律為基礎(chǔ)，基于若干梁柱組合體低周交變加載試驗(yàn)的實(shí)測(cè)節(jié)點(diǎn)恢復(fù)力滯回曲線以及從中分離出來的貫穿節(jié)點(diǎn)的梁筋滑移變形結(jié)果、節(jié)點(diǎn)剪切變形結(jié)果，分析總結(jié)得到有一定代表性的梁端剪力與貫穿節(jié)點(diǎn)梁筋滑移之間和梁端剪力與節(jié)點(diǎn)剪切變形之間的滯回關(guān)系模型。
3. Several important conclusions are gained by the analysis of push - over method and quasi - static reversal load pattern to a reinforced concrete structure : under the two earthquakes , the responses of structure are more serious than the responses under single earthquake , by the conclusion , it is not rationality that structure ' s earthquake damage prediction under single earthquake ; the main - after earthquake action is different from fore - main earthquake action under the same earthquake magnitude combination ; the push - over analysis to the structure is convenient and utility , it also reflects the response and performance of structure under the earthquake , so the method ' s development future is wide . based on the research of the former scholars , some means of structure resisting earthquake are introduced in the last part of this thesis , and the result of earthquake damage prediction for the planning area of quanzhou city is given
   通過對(duì)一鋼筋混凝土結(jié)構(gòu)進(jìn)行push - over分析與擬靜力循環(huán)往復(fù)加載分析，得到了一些重要結(jié)論：在兩次地震動(dòng)作用下，結(jié)構(gòu)物的反應(yīng)比僅考慮一次地震動(dòng)作用時(shí)的反應(yīng)要嚴(yán)重的多，從而說明傳統(tǒng)上僅僅考慮一次地震動(dòng)作用的建筑物震害預(yù)測(cè)是不合理的：即使在同震級(jí)組合的兩次地震作用下，前震主震型、主震余震型地震對(duì)結(jié)構(gòu)物產(chǎn)生的破壞作用也是不盡相同的；對(duì)結(jié)構(gòu)物進(jìn)行靜力彈塑性分析的方法( push - over方法)簡(jiǎn)便實(shí)用，并能較準(zhǔn)確地反映大震下結(jié)構(gòu)的一般性能和反應(yīng)，再一次的證明了該方法具有廣闊的發(fā)展前景；根據(jù)前人的研究成果，在本文的最后，簡(jiǎn)單的介紹了一些結(jié)構(gòu)物抵御多次地震破壞作用的方法，并給出了泉州市規(guī)劃區(qū)內(nèi)鋼筋混凝土框架結(jié)構(gòu)群體震害預(yù)測(cè)的結(jié)果。
4. The inelastic demand spectra are established according to the new chinese seismic design code for buildings by means of force reduction factor r and ductility factor u , thus , a simple and practical method is established for seismic damage assessment in combination with capacity spectrum method ; the structure ' s push - over curve of second earthquake is gained by cutting the curve of quasi - test reversal load pattern method , thus , the structure ' s cumulate damage level can be computed by the capacity spectrum method too ; the results of an example are compared with the facts , and the validity and simplicity of this method is approved
   利用r -關(guān)系基于抗震規(guī)范彈性反應(yīng)譜建立了能力譜方法中的需求譜，并將該法和能力譜方法結(jié)合，建立了一種簡(jiǎn)單實(shí)用的結(jié)構(gòu)損傷評(píng)估方法；對(duì)擬靜力循環(huán)往復(fù)加載曲線的截取，得到了第二次地震作用的push - over曲線，從而能夠繼續(xù)使用能力譜方法得到結(jié)構(gòu)物的累積損傷值；通過算例闡述了該法的計(jì)算步驟，所得結(jié)果符合基本規(guī)律，且具有概念明確、簡(jiǎn)單實(shí)用的優(yōu)點(diǎn)。
5. It's difficult to find reversal load in a sentence. 用reversal load造句挺難的