拱梁的英文

• arched girder
  ◇拱梁法 arch-cantilevers analysis

• "梁"英文翻译    beam
• "拱梁法" 英文翻译 :    arch cantilever method
• "拱梁桥" 英文翻译 :    arched beam bridge
• "换拱梁" 英文翻译 :    bow
• "上拱梁" 英文翻译 :    cambered beam; cambered heam
• "带拉杆拱梁" 英文翻译 :    arched girder with tie
• "单铰拱梁" 英文翻译 :    one-pin arch girder; one-pinned arched girder
• "单跨拱梁" 英文翻译 :    single arch beam
• "多拱梁法" 英文翻译 :    multi-arch beam method
• "拱梁抛物线" 英文翻译 :    arched girder parabola
• "拱梁平面" 英文翻译 :    arched girder plane
• "加劲拱梁" 英文翻译 :    stiffened arched girder
• "铰接拱梁" 英文翻译 :    articulated arch girder; articulated arched girder
• "梁拱梁拱" 英文翻译 :    round of beam
• "双腹板拱梁" 英文翻译 :    double-webbed plate arch girder; double-webbed plate arched girder
• "拖缆拱梁" 英文翻译 :    towbeam
• "悬臂拱梁" 英文翻译 :    cantilever arched girder
• "与支座铰连的拱梁" 英文翻译 :    arched girder hinged at the abutments
• "拱肋和背板支护" 英文翻译 :    rib-and-lagging
• "拱肋骨" 英文翻译 :    arch framing
• "拱肋" 英文翻译 :    arcade rib; arch rib; groin; groyne; rib
• "拱廊似地" 英文翻译 :    archwise
• "拱亮砖" 英文翻译 :    hollow brick for arches or shells
• "拱廊似的" 英文翻译 :    archwise

• Single arch beam
  单跨拱梁
• Stumps were inserted and welded between the two straddles so that the girders become an integrated arched girder
  变异拱高低跨连接处采用短柱焊接，形成一个完整的钢拱梁。
• 3 ) the influences on the internal forces by some variable parameters such as the ratio of the rise to span and the stiffness ratio are compared . the optimal range of these parameters is pointed out and some advances are also given
  研究探讨了矢跨比、拱梁刚度比等参数对预应力混凝土连续梁拱组合体系桥梁结构内力的影响，并得出合理的取值范围，为设计人员选取结构参数提供参考。
• Based on the arch - cantilever method , the stability of arch ring and cantilever beam against elastic buckling in arch dams are analyzed with the theory of elastic stability , and the conclusion is drawn that the stability of arch dam against elastic buckling is governed by the top arch ring
  按照拱梁分载法的思想，用弹性稳定理论分别对拱坝的拱圈和悬臂梁的抗屈曲稳定性进行了分析，得出拱坝的抗屈曲稳定性由坝顶拱圈控制的结论。
• Finite element internal force method is presented in this paper to solve it , based on the result of the routine method . this method utilizes the condition of internal force balance of arch system and beam system to solve their internal forces , then to solve dam body ' s equivalent stresses
  为此，本文提出了有限元内力法，该方法是根据常规有限元法的分析结果，利用拱和梁的内力平衡条件求解拱梁内力，然后求解坝体等效应力。
• Abstract : the continuous composite arch bridges are introduced in this paper . some research results of the bridges , such as the basic performance , creep and shrinkage of concrete , principle of the controlled completed bridge state , relation between structure and internal force , construction methods and cases , are also reported . the suggestions for consideration in design are given in this paper
  文摘:介绍了连续拱梁组合桥在受力性能、混凝土收缩徐变、成桥状态控制原则、构造与受力关系，以及常用施工方法与工况描述等方面的研究体会，并给出了可供这类桥梁设计参考的意见。
• After an introduction to the research on the software for the design of the variant steel arched girder construction , the creation of the structural model , the structure of the supporting seat , the design of the variant arched girder , and the measures taken to ensure the stability of the plane surface of the arched girder , the thesis goes to study the methods for the hoisting and the angle setting of the long - span arched girders , as well as the bolting of the axle pin in the hinge support
  论文首先对变异钢拱架结构设计可采用的软件、结构模型的建立、支座构造形式、变异拱梁的设计，以及保证拱梁平面外稳定所采取的措施等进行了研究，然后研究了大跨度变异钢拱架弧形梁吊装、角度的调整、铰支座穿轴销等的施工方法，最后对施工完成后的位移进行了实际量测。
• In this study , sts - - the steel construction design module of pkpm , a software program of china " s institute of the construction science - - is employed to create the construction model in order to study the construction of the supporting seat . a mechanical analysis of the variant arched girders was implemented , with the result that consturction documents meeting mechanical requirements were designed for the hinge support , the roller support and the steel girders
  本文采用中国建筑科学研究院pkpm软件的钢结构设计模块sts ，从结构建模入手，根据规范要求研究了支座的构造形式，通过对变异拱梁的力学分析，设计出符合力学模型的铰支座、滑移支座和变异拱处钢梁的施工图。
• The prestressed continuous beam - arch composite bridges are a special structural system where the horizontal thrust of the arch rib is absorbed by a prestressed tie at deck level . in some cases , this type of structure is preferable because it does n ' t have the large thrust at the spring hi traditional arch bridges and the somewhat large bending moment and shear force in traditional beam bridges . as a result , the performances of the prestressing reinforcement can be efficiently utilized
  它利用拱肋承担压力，系梁预应力束抵抗拱端推力，吊杆及纵横桥面系结构承受桥面荷载，既克服了传统拱桥巨大的拱端推力，又改善了连续梁桥较大的弯矩和剪力的受力状况，最大限度地发挥了拱梁混凝土和预应力钢筋各自的特点，经济效益显著。