針狀斷口 的英文怎麼說

中文拼音 [zhēnzhuàngduànkǒu]
針狀斷口 英文
needle fracture
  • 針 : Ⅰ名詞1 （縫衣物用的工具） needle 2 （細長像針的東西） needle like things 3 （針劑） injection; sh...
  • 狀 : Ⅰ名詞1 （形狀） form; shape 2 （情況） state; condition; situation; circumstances 3 （陳述事件或...
  • 斷 : Ⅰ動詞1 （分成段） break; snap 2 （斷絕;隔斷） break off; cut off; stop 3 （戒除） give up; abstai...
  • 口 : Ⅰ名詞1 （人或動物進飲食的器官; 嘴） mouth 2 （容器通外面的地方） mouth; rim 3 （出入通過的地方） ...
  1. In this paper, the finite - element numerical analysis calculation is applied to the foundation of high - rise and multi - floor building and the evolvement law of stress and displacement of tunnel used by urban traffic to explore the mutual influence between the wall rock of underground space and high - rise building foundation, taking account of the specific construction situation in the " sanmu garden " project in dadukou district in chongqing, from the perspective of underground space static - force structure stability analysis to open a underground tunnel with 6m in span and 7. 5m in height for track traffic 20m below the surface. this paper, taking considerations of three different states, i. e. the natural state without any artificial interference, the state of high - rise buildings on the surface, and the underground tunnel state with excavation for track traffic, and four plane lines and four vertical lines, analyzes and studies the distributing law of stress and displacement of calculation section from the following aspects : ( 1 ) the main stress vectorgraph, displacement distribution graph ( ux, uy ) and chromatogram graph of stress isoline ( 1, 2, xy ) of section under different states ; ( 2 ) the contrastive distribution curve of stress ( 1, 2, xy ) of different plane and vertical lines under the same state ; ( 3 ) the contrastive distribution curve of stress ( 1, 2, xy ) of the same plane and vertical lines under different states, wishing to provide references for underground space utilization and project designing and construction of the tunnel under high - rise buildings in the future

    本文結合重慶市大渡口區「三木花園」開發建設項目，從地下空間靜力結構穩定性分析角度出發，針對在該項目中涉及的高層和多層建築物以及在其地下20米處開挖了一個用於軌道交通的跨度6米，高7 . 5米的地下隧道這一具體工程情況，採用2d - 3d -有限元結構分析程序對高層與多層建築物的地基基礎及其與城市軌道交通使用的地下隧道圍巖的應力與位移演變規律進行了有限元數值分析計算，探索了地下空間圍巖與高層或多層建築物地基基礎之間的相互影響，通過考慮未受到任何人為擾動影響的天然狀態、地表存在多層或高層建築物狀態和地下開挖用於軌道交通的地下隧道狀態等三種不同狀態以及4個水平剖線和4個垂直剖線等不同情況，從以下幾個方面具體分析研究了計算斷面的應力與位移分佈規律： （ 1 ）在各種不同狀態下計算斷面的主應力矢量圖、位移分布圖（ ux 、 uy ）以及應力等值線色譜圖（ _ 1 、 _ 2 、 _ （ xy ） ）等； （ 2 ）相同狀態下不同水平與垂直剖線的應力_ 1 、 _ 2和_ （ xy ）對比分佈曲線； （ 3 ）不同狀態下相同水平或垂直剖線的應力_ 1 、 _ 2和_ （ xy ）的對比分佈曲線等，為今後在對地下空間的開發利用以及在高層建築物地下開挖硐室時的工程設計和工程施工提供參考依據。
  2. This thesis totally is divided into five chapter. as for chapter 1, oral communication teaching has been combed from the lengthways angle, which makes us know that our country ' s oral communication teaching has ever walked through the road of a difficult turns and the knowledge of oral communication teaching has been changed from ignorance to stress, from superficiality to deepness ; the chapter 2 from the horizontal angle the courses criteria of li in abord for oral communication teaching are talked of ( e. g the united states, germany, the united kongdom ), in comparison with syllabus of chinese ; the third, four chapter are the key to thesises. the chapter 3 puts forward and analyzes the present questions of current oral communication teaching ( e. g oral communication teaching ' s value orientation, oral communication teaching ' s materials, oral communication teaching ' s method, oral communication teaching ' s evaluation ) ; the chapter 4 brings up some related counter measures by aiming at this present conditions

    本論文共分五章。第一章從縱向的角度對我國的口語交際教學進行了歷時的梳理，從中可看出我國的口語交際教學走過一條艱難曲折之路，對口語交際的認識也由漠視逐步到重視，對其概念的內涵的認識也逐步由膚淺到深刻；第二章從橫向的角度對國外（以美德英國為例）的口語交際教學（僅從母語課程標準）上來觀照，並將其與中國現階段的課程標準進行比較分析；第三、四章為本論文的關鍵部分，第三章對我國當前口語交際教學的現狀迷失（口語交際教學的價值取向、口語交際教材、口語交際教學方法、口語交際教學評價等四個維度）進行了較深層次的剖析與「診斷」 ；第四章針對這些迷失的現狀本文提出了一些相關的對策研究。
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