空心墩 的英文怎麼說

中文拼音 [kōngxīndūn]
空心墩 英文
hollow pier
  • : 空Ⅰ形容詞(不包含什麼; 裏面沒有東西或沒有內容; 不切實際的) empty; hollow; void Ⅱ名詞1 (天空) s...
  • : Ⅰ名詞1. (土堆) mound 2. (墩子) a block of stone or wood Ⅱ量詞(用於叢生的或幾棵合在一起的植物) cluster
  • 空心 : 空心on an empty stomach
  1. The straight transverse axis shall be parallel with the present crooked jianshe avenue ( qingnian road - hanxi section ), connect to nanniwan avenue in the west and form the along - river traffic system parallel to yangtze river and hanjiang river ; the road shall pass through the core of wangjiadun cbd, connect with entry and exit of subway station, underground parking lot and basements of high - rise buildings, to form the comprehensive underground space ; the road section close to hanxi shall be connected to the tunnel of nanniwan avenue via through cut, therefore integrating the western residential zone in space

    橫軸對建設大道(青年路-漢西段)裁彎取直,西與南泥灣大道相接,形成與長江、漢水平行的順江交通系統;該道路貫穿王家商務核區,與地鐵出入站、地下停車庫以及高層建築地下層相銜接,形成綜合地下間;靠近漢西路段以路塹形式與南泥灣大道隧道相接,在間上使西部居住區形成整體。
  2. So the deterministic analysis method for seismic response of thin - wall hollow pier is discussed in this paper, find the character of the structure ' s linear and nonlinear response when earthquake takes place, the purpose is to provide a reference to engineer design dept to finish their special program of analyzing pier ' s seismic response, some advice have been given for pier ' s design

    有鑒於此,本文對薄壁空心墩地震反應的確定性分析方法進行了一些探討,研究了薄壁在地震作用下線性和非線性反應的一些特性,其目的是為工程設計部門應用時程分析法編制專用的環形薄壁空心墩抗震分析軟體提供一個參考,同時對薄壁空心墩的抗震設計提出一些建議。
  3. With the development of railway construction. it needs more and more high bridges in mountain areas, so the pier becomes higher than before. and it becomes from solid to hollow. presently, it has little research on the thin - wall hollow pier ' s vibrational characteristic especially on non - liner characteristic, and it has scarcely referred in the bridge ' s criterion about earthquake resistance, so it has great sense on fulfillment of the our bridge ' s criterion to research the thin - wall hollow pier ' s seismic response

    而隨著鐵路建設事業的發展,山區鐵路要求修建更多的高橋,因此橋越來越高,橋也由實變為,目前對于薄壁空心墩振動特性尤其是非線性特性的研究較少,橋梁抗震設計規范中也少有涉及,研究薄壁空心墩的地震反應,對完善我國橋梁設計規范具有重要的意義。
  4. The following task has been finished : ( 1 ) analysis the pier ' s seismic force theory and dynamics method. ( 2 ) resarch the computational model and method of the thin - wall hollow pier when it is predigested plane bar structure ; ( 3 ) the paper complete the program to compute the pier ' s seismic response, which can analyze pier ' s linear and nonlinear response, also its correctness has been validated. ( 4 ) use the program to compute some samples, some problems and their relevant resolvent have been offered

    本文完成了以下幾項工作: ( 1 )分析了橋抗震計算的地震力理論和橋結構抗震動力學方法; ( 2 )研究了將橋簡化為平面桿系結構時結構在地震作用下的計算模型和計算方法; ( 3 )編制了薄壁空心墩地震反應分析程序,可以對橋線性和非線性反應作出分析,並驗證其正確性; ( 4 )通過改變設計參數進行對比計算,提出了一些在橋抗震設計中應該注意的問題以及相應的解決方法。
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