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elastic ground中文是什么意思

  • 彈性地面

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  • 例句與用法
  • This essay analyzes what causes the crack and calculates according to the elastic ground frame work
    摘要對(duì)裂縫的原因進(jìn)行分析并按彈性地基框架進(jìn)行計(jì)算。
  • To the crib groundsill , used the method of neglect the torsion effect and take it as a vane grillage foundation . then , divide the crib groundsill to vertical and horizontal beams , which are based on elastic ground
    對(duì)框架型地梁按不考慮扭矩條件下的變形協(xié)調(diào)十字交叉梁法進(jìn)行受力分配,拆解為單根地梁,按單梁方法進(jìn)行計(jì)算。
  • We consider each sleeper as an abutment of opposite forces , rails on horizontal sleepers as a mock dispersed elastic ground beam model and trains as moving load on beams . geometric roughness and damping are not taken into consideration
    將每根枕木考慮成一個(gè)支座反力,將橫向枕木支承的鋼軌模擬成離散的彈性地基梁模型,將列車考慮成一個(gè)作用在梁上的移動(dòng)荷載。
  • Contrast with the results , the dissertation concludes that the axial loads of column have no essential variation , the variations of moments and shear forces of column are small under horizontal loads in contrast with the structure system in elastic ground , the moments and shear forces variation of column cannot be neglected , and the structure system with different foundation have the close degree variation
    通過對(duì)比分析,本文認(rèn)為水平力作用下交錯(cuò)桁架體系柱的軸力基本不變,彎距及剪力響應(yīng)數(shù)值變化不大。豎直荷載作用下,與彈性地基計(jì)算結(jié)果比較,彎矩及剪力均存在不可忽略的變化,且不同形式基礎(chǔ)其影響的程度基本相近。
  • 3 ) the single pile horizontal dynamic impedance function in visco - elastic ground considering axial loads is first derived in this field , and the parameter analysis shows that the variation of single pile horizontal dynamic impedance cannot be neglected when considering the axial loads , and it ' s appropriate to considering the axial loads when calculate the single pile horizontal dynamic impedance
    3 )首次推導(dǎo)了粘彈性地基中考慮樁頭軸向力時(shí)單樁的水平動(dòng)力阻抗函數(shù),通過參數(shù)分析發(fā)現(xiàn),軸向力對(duì)單樁動(dòng)力阻抗剛度存在不可忽略的影響,當(dāng)軸力較大時(shí),計(jì)算單樁的動(dòng)力阻抗以考慮軸力為宜。
  • The results are important for dam base excavation and engineering disposal . ( 2 ) arch dam can be regarded as an elastic ground cantilever system composed of vertical cantilever , horizontal arch , and torsion structures . the dissertation takes the arch dam as load diversion system of arch - cantilevers system located on the ground composed of elastic cantilever
    ( 2 )將拱壩虛擬為由座落在壩基塊體有限元上的一系列懸臂梁與水平拱組成,將懸臂梁視作由水平拱所支承的彈性地基梁,考慮徑向和切向調(diào)整,比以往的彈性地基梁只考慮徑向調(diào)整有所發(fā)展;而且用塊體元模擬壩基,也能較精確地模擬壩基多種斷裂構(gòu)造等對(duì)壩體結(jié)構(gòu)行為的影響。
  • Some conclusions of sshsti and foundation model are derived in the research . the main researches are outlined as the following : 1 ) the three dimensions fem is used to investigate the displacement and forces of staggered truss with different foundation in elastic ground under horizontal and vertical loads
    通過研究,本文得出交錯(cuò)桁架結(jié)構(gòu)體系與地基基礎(chǔ)共同作用的一些規(guī)律性結(jié)論,主要完成如下工作: 1 )利用三維有限元計(jì)算彈性地基中不同類型的基礎(chǔ)在水平力與豎向力作用下交錯(cuò)桁架體系的變形與內(nèi)力。
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