self-anchored suspension bridge中文是什么意思

• 自锚式吊桥

• self    n. (pl. selves ) 1.自己；自身；本身； ...
• anchor    n. 1.挂锚；锚状物。 2.桩，支架。 3.〔比喻〕依 ...
• suspension bridge    悬桥，吊桥。
• anchored suspension bridge    锚固吊桥
• self-anchored    自锚定的
• self-suspension    自体悬吊法
• anchord suspension bridge    锚定式悬索桥
• braced-chain suspension bridge    悬链桥
• cable suspension bridge    钢索吊桥; 钢悬索桥; 索桥
• capilano suspension bridge    卡必兰诺吊桥; 卡普兰奴吊桥公园
• capilano suspension bridge park    抽出时间陪友人前往北温卡普兰奴
• chain suspension bridge    链缩桥
• clifton suspension bridge    克利夫顿吊桥
• composite suspension bridge    组合式悬索桥
• double cable suspension bridge    双索悬索桥
• drawbridge; suspension bridge    吊桥
• eye-bar suspension bridge    眼杆悬索桥
• motorway suspension bridge    公路吊桥
• pipeline suspension bridge    管线吊桥
• road-rail suspension bridge    兼有铁路和行车路的吊桥
• rope suspension bridge    悬伺
• simple suspension bridge    简单吊桥
• stiffened cable suspension bridge    加劲旋索桥
• stiffened chain suspension bridge    加劲链索吊桥
• stiffened suspension bridge    加劲吊桥; 加劲式吊桥; 加劲悬索桥

• 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
  介绍基于抛物线理论和基于悬链线理论的平胜大桥基准索股非基准状态下架设垂度修正量的确定方法及达到该垂度的施工控制方法。
• 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
  本文运用考虑加劲梁刚度影响的有限元法,基于ansys的apdl语言,编制了计算机程序,对主跨328m的三汊矶自锚式悬索桥的主缆系统进行了计算分析。
• 2 . based on the basic design data and requirements , the designs on the new type of structural system of pingsheng bridge are proposed . a lot of creationary achievements will be acquired on pingsheng bridge , called the single tower self - anchored suspension bridge
  2 .结合设计基本资料及设计技术要求,提出了平胜大桥桥型方案的设计构思,并对平胜大桥独塔自锚式悬索桥的结构体系进行了创新性设计。
• The main work in this thesis is described as follows : ( 1 ) this thesis introduces phylogeny and application actuality inland and abroad , summarizes the basic construction and forcing characteristic , and indicates the existed problems and developing trend of self - anchored suspension bridge . ( 2 ) this thesis researches systemically on the calculating theory of line shape for suspension bridge , deduced the applied calculating formulas of the combined geometry curve theory , and programs based on each geometry curve theory
  主要做了以下工作: ( 1 )介绍了自锚式悬索桥的发展历史和国内外的应用现状,总结了自锚式悬索桥的基本构造特点和受力特征,指出了自锚式悬索桥存在问题和发展趋势; ( 2 )对悬索桥主缆线形计算理论进行了系统研究,提出并推导了主缆混合线形的计算理论和相应的实用公式,编制了各种计算理论的计算程序。
• 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,对平胜大桥的整体稳定性及极限承载力进行了分析,并在全桥模型上进行了超载试验研究,结果表明,平胜大桥的总体稳定是有保障的。
• To ensure self - anchored suspension bridges ’ safety during construction and service , and to make its design more economical and reasonable , the research on structural system and static - dynamic mechanics performance of the long - span self - anchored suspension bridges is developed in this paper based on pingsheng self - anchored suspension bridge in foshan city , guangdong province . the main contents and achievements are as following : 1
  为了确保自锚式悬索桥施工和成桥运营期间的安全,使得自锚式悬索桥结构的设计更加经济合理,本文以广东佛山平胜大桥独塔自锚式悬索桥为工程背景,开展了大跨度自锚式悬索桥结构体系及静动力性能方面的研究。
• 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
  摘要通过世界上首座独塔单跨混合梁自锚式悬索桥佛山平胜大桥的方案构思及结构设计，介绍了其采用的整体桥塔分离式加劲梁桥型结构、混合加劲梁、钢混凝土结合段构造型式、钢箱梁顶推技术、吊索调索技术等原创性工程技术成果，综述了自锚式悬索桥设计的关键和创新技术。
• 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
  自锚式悬索桥作为一种特殊的桥型,以其结构造型美观、经济性能较好、对地形和地质状况适应性强等优点,越来越受到工程界的青睐,成为城市里100 - 400m跨径范围内极具竞争力的桥梁方案。
• 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
  摘要以某自锚式悬索桥主桥为研究对象，采用midas有限元程序，建立了该桥的空间力学计算模型，利用子空间迭代法计算了该桥梁结构的自振频率和振型，结合计算结果对桥梁的动力特性和刚度特点进行了讨论。

• self-anchored suspension bridgeとは意味：自定式つり橋