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elastic foundation beam中文是什么意思

  • 彈性地基梁
  • 彈性方案

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  • 例句與用法
  • On the classification of elastic foundation beams with finite length
    關(guān)于有限長(zhǎng)彈性基礎(chǔ)梁的分類(lèi)
  • Elastic foundation beam
    彈性地基梁11
  • To verify the program , a foundation excavation case is analyzed respectively by dpfbm1 . 0 and elastic foundation beam method
    為了檢驗(yàn)dpfbm1 . 0程序的準(zhǔn)確性,本文采用該程序?qū)こ虒?shí)例進(jìn)行了分析。
  • Thirdly , study on one kind of composite soil nailing , that is , a combination of soil nails with waterproof cement - soil mixing pile wall , were carried out by the theory of elastic foundation beam
    第三,對(duì)土釘與水泥土樁聯(lián)合支護(hù)型式中的面層進(jìn)行了理論分析,并通過(guò)實(shí)例計(jì)算來(lái)驗(yàn)證理論分析的正確性和合理性。
  • The theoretical model on reinforced earth retaining wall was given . 5 . a lateral displacement analysis model about reinforced earth retaining wall that treats the wall ' s face panel as an elastic foundation beam has been presented
    在楔體破壞的基礎(chǔ)上,探討了加筋土支擋結(jié)構(gòu)的側(cè)向土壓力分布規(guī)律,建立了一種加筋土支擋結(jié)構(gòu)側(cè)向變形分析的理論模型。
  • In the pre - stressed anchor supporting structure with beam and column , anchor , supporting structure and soil work jointly , therefore in this paper , rib - column and rib - beam are used models of elastic foundation beams , the solving method of rib - column and rib - beam are given out
    由于錨桿和支護(hù)結(jié)構(gòu)以及周?chē)馏w是共同工作、彼此協(xié)調(diào)的,因此肋柱、肋梁按彈性地基梁進(jìn)行計(jì)算,并推導(dǎo)出計(jì)算公式。
  • Based on elastic foundation beam method , three - dimensional finite element analysis is used for foundation excavation . however , analysis results are influenced by limitations of elastic foundation beam method , rheological effects , plastic behavior of soft soil ca n ' t be considered
    本文選擇基坑工程中廣泛采用的傳統(tǒng)彈性地基梁法進(jìn)行三維有限元分析,探討了內(nèi)撐式圍護(hù)結(jié)構(gòu)的總體性狀,并對(duì)環(huán)梁進(jìn)行穩(wěn)定分析。
  • ( 2 ) the static experiment about six geometry comparable elastic foundation beams is carried through , and the static trait of non - reinforcing steel bar concrete foundation beam is gained . in the qualitative point of view , the static comparability between geometry comparable elastic foundation beams is validated
    ( 2 )對(duì)6根幾何相似的彈性地基梁進(jìn)行了靜力試驗(yàn),獲取了無(wú)配筋混凝土地基梁的靜力特性,并從定性的角度驗(yàn)證了幾何相似的彈性地基梁靜力特性相似。
  • Two numerating methods are used in traditional structural design of gate chamber . first , considering the gate frusta to be fastened on the weir body , it is calculated as plane stress problem independently . then applying the results ( moment and vertical force ) on the bottom of gate frusta as concentrating load on the weir body , and the weir body is viewed as a elastic foundation beam or plate and unilateral stress analysis was performed
    傳統(tǒng)閘室結(jié)構(gòu)計(jì)算有兩種計(jì)算方法,其一是將閘墩視為固端于堰體上,單獨(dú)進(jìn)行閘墩平面受力計(jì)算,再將閘墩下部的計(jì)算結(jié)果(彎矩和垂直力)作為集中荷載作用于堰體上,堰體作為彈性地基梁或板進(jìn)行片面應(yīng)力計(jì)算。
  • The present paper based on the mechanism of the vibration ' s production and transmission , simplifying the track system as elastic foundation beam model , and using a moving load which act on the beam to simulate the train , regarding four sorts of track system as research object , to evaluate the model of the vibration propagating of the track system under the moving load
    本文基于振動(dòng)產(chǎn)生及傳播的機(jī)理,將軌道系統(tǒng)簡(jiǎn)化為彈性地基梁模型,將運(yùn)行的列車(chē)模擬成一個(gè)作用在梁上的移動(dòng)荷載,以新干線、 tgv 、在來(lái)線以及國(guó)內(nèi)的武漢輕軌等四種軌道系統(tǒng)為研究對(duì)象,對(duì)移動(dòng)荷載作用下軌道系統(tǒng)的振動(dòng)傳播模型進(jìn)行了評(píng)價(jià)。
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