self-anchored 中文意思是什麼

self-anchored 解釋
自錨定的
  • self : n （pl selves ）1 自己；自身；本身；【哲學】自我；我。2 本性；本質。3 私利；私心，私慾。4 〈俗〉...
  1. As a new special bridge type, self - anchored suspension bridge has won more and more engineering ’ s favors with its beauteous build, economy performance and striving adaptability of geology and topography feathers. it has become a very competitive blue print of the urban bridge with the span from 100m to 400m

    自錨式懸索橋作為一種特殊的橋型，以其結構造型美觀、經濟性能較好、對地形和地質狀況適應性強等優點，越來越受到工程界的青睞，成為城市裡100 - 400m跨徑范圍內極具競爭力的橋梁方案。
  2. Supervision points on jacking up steel - box ruction of self - anchored suspension bridge

    自錨式懸索橋鋼箱梁頂升施工的監控要點
  3. Based on the conceptual considerations and structural design of pingsheng bridge in foshan, the first single tower and single span hybrid girder self - anchored suspension bridge in the world, the original technical achievements of the bridge, such as those of the integral bridge tower and separated stiffening girders, the stiffening hybrid girders, structural types of steel - concrete girder joint parts, steel box girder incremental launching and hanger adjustment, are presented and the key and innovative techniques for the self - anchored suspension bridge are described in a summarized account as well

    摘要通過世界上首座獨塔單跨混合梁自錨式懸索橋佛山平勝大橋的方案構思及結構設計，介紹了其採用的整體橋塔分離式加勁梁橋型結構、混合加勁梁、鋼混凝土結合段構造型式、鋼箱梁頂推技術、吊索調索技術等原創性工程技術成果，綜述了自錨式懸索橋設計的關鍵和創新技術。
  4. Analysis of stress at anchorage zone of self - anchored concrete suspension bridge

    混凝土自錨式懸索橋錨固區應力分析
  5. Design and mechanical performance analyses of concrete self - anchored suspension bridge

    混凝土自錨式懸索橋設計及其力學性能分析
  6. Flutter stability of long span self - anchored suspension bridges and wind - tunnel tests

    大跨度自錨式懸索橋的顫振穩定性研究及風洞實驗
  7. Construction control of datum strand erection of self - anchored suspension bridge of pingsheng bridge

    平勝大橋自錨式懸索橋基準索股架設的施工控制
  8. Application of pseudo excitation method to vertical seismic response analysis of self - anchored suspension bridges

    虛擬激勵法在自錨式懸索橋豎向地震反應分析中的應用
  9. The techniques of self - anchored suspension bridges, having their uniquely applicable conditions, are now attaining swift development in china

    摘要自錨式懸索橋在國內發展迅猛，該橋式有其特定的適應條件。
  10. Abstract : the structural characteristics of a three - span continuous half - through, self - anchored, concrete - filled steel - tube arch bridge are introduced

    文摘:介紹了三跨連續自錨中承式鋼管混凝土拱橋特點，闡述了橋型布置原則及主要結構尺寸的擬定。
  11. In this paper, the structural features and design considerations for the self - anchored suspension bridges are presented with particular details given to the differences between both the types of the bridges

    簡述自錨式懸索橋的結構特點、設計構思，重在說明其與地錨式懸索橋的不同。
  12. In recent years, many long - span self - anchored suspension bridges have been constructed because this type of structure has lots of merits such as graceful appearance, new type of structure and convenience in choosing bridge location

    近年來，自錨式懸索橋以其優美的線型、新穎的外觀以及選址靈活等特點而越來越受到青睞，一大批大跨度自錨式懸索橋也就應運而生。
  13. It is quite necessary to have these differences in mind when a self anchored suspension bridge is designed

    在設計構思中充分注意到這些結構特點極為必要。
  14. One self - anchored suspension bridge is the subject investigated, the finite element program " midas " is adopted to establish the spatial computation model of the suspension bridge, and the subspace iteration method is used to calculate the natural vibration frequencies and modes of the bridge, the bridge ' s dynamic property and rigidity feature are discussed with the computed results

    摘要以某自錨式懸索橋主橋為研究對象，採用midas有限元程序，建立了該橋的空間力學計算模型，利用子空間迭代法計算了該橋梁結構的自振頻率和振型，結合計算結果對橋梁的動力特性和剛度特點進行了討論。
  15. In this paper, two kinds of the aforesaid methods based on the parabola and catenary theories for the datum strand erection of the self - anchored suspension bridge of pingsheng bridge in foshan under non - datum state condition of erection are presented

    介紹基於拋物線理論和基於懸鏈線理論的平勝大橋基準索股非基準狀態下架設垂度修正量的確定方法及達到該垂度的施工控制方法。
  16. Construction technology of self - anchored suspension bridge

    梁的架設技術
  17. It is conclude form the calculating results that there are about 10 % derivations on the internal force calculation of self - anchored

    這對今後同類橋型的設計和施工有重要的指導作用。
  18. Relying on the project of sanchaji self - anchored suspension bridge, this thesis analyzes the calculating theory of the cable system and does some significant experimental research on the anchorage system of the self - anchored suspension bridge

    本文依託長沙三汊磯自錨式懸索橋工程，對自錨式懸索橋的主纜系統計算理論、主纜錨固方式和錨固區受力特徵進行了研究和試驗。
  19. Based on the geometrical non - linear finite element theory, a fine iterative method of simulating all construction stages of self - anchored suspension bridge is proposed and used to pingsheng bridge. the construction plans of suspension rod and second dead load are discussed in details. the model test of pingsheng bridge is completed

    此外，對平勝大橋的整體穩定性及極限承載力進行了分析，並在全橋模型上進行了超載試驗研究，結果表明，平勝大橋的總體穩定是有保障的。
  20. Using the finite element method considering the influence of the stiffened girder, the cable system of sanchaji self - anchored suspension bridge with the main span of 328m is calculated and analyzed based on the programme which programmed by apdl language

    本文運用考慮加勁梁剛度影響的有限元法，基於ansys的apdl語言，編制了計算機程序，對主跨328m的三汊磯自錨式懸索橋的主纜系統進行了計算分析。
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