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spring lines中文是什么意思

  • 拱腳線;倒纜;[船] 斜系船纜

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  • 例句與用法
  • You need to push our spring line more
    你需要更加緊銷售我們的春季系列產(chǎn)品。
  • Fine . you know, ordering the spring line at the store, yada-yada
    很好,知道嗎,去店里買個起拱線要yada-yada公司產(chǎn)的
  • Fine, you know, ordering the spring line at the store, yada-yada,
    很好,知道嗎,去店里買個起拱線要yada-yada公司產(chǎn)的
  • It's an ideal structural system and has multi-earthquake resistance ability because of a great deal of slabs removed in floors above the transfer-story amended the lateral stiffness of the stories near the transfer-story . based on the available references, the five-spring line element, the three-spring line element and the multiple vertical-line-element model are introduced to model special column, beam and shear-wall, the relevant stiffness matrixes are deduced and the restoring-force models are gaven to deep into the elasto-plastic seismic characteristics of the structure . acording to the results of shaking table test and elastic finite element analysis, a new making model melhod is presented in which uses the linear and the nonlinear element and the assumption that the floor is infinitely rigid in different areas
    為進一步研究這種復雜高層建筑結構的彈塑性性能,本文在國內(nèi)外現(xiàn)有研究的基礎上,提出利用五彈簧桿元、三彈簧桿元及多豎線單元模型分別模擬空間柱、梁和剪力墻,推導了相應的剛度矩陣并給出了恢復力模型;結合試驗研究和精細有限元分析的結論,提出線性和非線性單元相結合,剛性樓板假定和彈性樓板相結合的建模方法,較好地解決了空間結構彈塑性分析中占用計算機資源較多的問題;接力大型有限元分析程序??ansys,在上述建模思路的指導下建立了結構的空間非線性分析模型,進行了空間三維彈塑性時程分析。
  • It's an ideal structural system and has multi-earthquake resistance ability because of a great deal of slabs removed in floors above the transfer-story amended the lateral stiffness of the stories near the transfer-story . based on the available references, the five-spring line element, the three-spring line element and the multiple vertical-line-element model are introduced to model special column, beam and shear-wall, the relevant stiffness matrixes are deduced and the restoring-force models are gaven to deep into the elasto-plastic seismic characteristics of the structure . acording to the results of shaking table test and elastic finite element analysis, a new making model melhod is presented in which uses the linear and the nonlinear element and the assumption that the floor is infinitely rigid in different areas
    為進一步研究這種復雜高層建筑結構的彈塑性性能,本文在國內(nèi)外現(xiàn)有研究的基礎上,提出利用五彈簧桿元、三彈簧桿元及多豎線單元模型分別模擬空間柱、梁和剪力墻,推導了相應的剛度矩陣并給出了恢復力模型;結合試驗研究和精細有限元分析的結論,提出線性和非線性單元相結合,剛性樓板假定和彈性樓板相結合的建模方法,較好地解決了空間結構彈塑性分析中占用計算機資源較多的問題;接力大型有限元分析程序??ansys,在上述建模思路的指導下建立了結構的空間非線性分析模型,進行了空間三維彈塑性時程分析。
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