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reversal load in Chinese

Pronunciation:
How to pronounce "reversal load""reversal load" in a sentence

Translationmobile phoneMobile

  • 變向載荷
  • 交變負載
  • 應變載荷

Examples

  • Elasto - plastic model of soft clay under reversal load
    往復荷載下軟土的邊界面廣義彈塑性模型
  • 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)點的受力特性及規(guī)律為基礎，基于若干梁柱組合體低周交變加載試驗的實測節(jié)點恢復力滯回曲線以及從中分離出來的貫穿節(jié)點的梁筋滑移變形結果、節(jié)點剪切變形結果，分析總結得到有一定代表性的梁端剪力與貫穿節(jié)點梁筋滑移之間和梁端剪力與節(jié)點剪切變形之間的滯回關系模型。
  • 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
    通過對一鋼筋混凝土結構進行push - over分析與擬靜力循環(huán)往復加載分析，得到了一些重要結論：在兩次地震動作用下，結構物的反應比僅考慮一次地震動作用時的反應要嚴重的多，從而說明傳統(tǒng)上僅僅考慮一次地震動作用的建筑物震害預測是不合理的：即使在同震級組合的兩次地震作用下，前震主震型、主震余震型地震對結構物產(chǎn)生的破壞作用也是不盡相同的；對結構物進行靜力彈塑性分析的方法( push - over方法)簡便實用，并能較準確地反映大震下結構的一般性能和反應，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，簡單的介紹了一些結構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)鋼筋混凝土框架結構群體震害預測的結果。
  • 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 -關系基于抗震規(guī)范彈性反應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合，建立了一種簡單實用的結構損傷評估方法；對擬靜力循環(huán)往復加載曲線的截取，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構物的累積損傷值；通過算例闡述了該法的計算步驟，所得結果符合基本規(guī)律，且具有概念明確、簡單實用的優(yōu)點。

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