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变位
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  displacement
    LARGE DISPLACEMENT OF HIGH PILES UNDER LATERAL LOAD
    大变位水平承载高桩性状的研究
短句来源
    Study on Jiangying Bridge North Anchoring Sunk Shaft Foundation Displacement Process
    江阴大桥北锚沉井基础变位过程实测研究
短句来源
    Distribution of Vertical Stress between Soil and Walls of Sunken Cylindrical Structure and Calculation of Displacement of Cylindrical Structure
    沉入式圆筒结构土与筒壁间竖向应力分布及圆筒变位计算
短句来源
    Research on P-Y Curve of Laterally Bearing Piles under Large Displacement
    对大变位条件下横向受力桩P-Y曲线的研究
短句来源
    During the construction control of West-tributary Supergiant Bridge with Ganjiang River, the system collects the structural displacement and stress of main sections successfully. And through establishing the computer model, the thesis analyses the difference between theory and actuality, and discerns and changes influential parameters of bridge-analyzing.
    运用这一监测系统,在赣江西支特大桥施工控制过程中成功采集了施工过程中结构变位及主要控制断面截面应力等数据,通过所建立的仿真施工过程的计算机模型,分析理论计算与实际施工之间的差异,针对那些能显著影响桥梁结构计算结果的计算参数,进行参数识别和调整。
短句来源
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  “变位”译为未确定词的双语例句
    Influence of Location-Changing of Pier Abutment on Bridge Structure
    墩台变位对桥梁结构的影响
短句来源
    Deformation Control Theory and Method of Smart Prestressed Beam
    智能预应力梁的变位控制理论及方法
短句来源
    Critical Value and Calculation of Deflection for Embedded Cylindrical Structure
    沉入式圆筒结构变位临界值及变位计算
短句来源
    Meanwhile, the strained performances of the common concrete and LWAC by the same loads are simulated and the deflection and main stress of them by the different loads are compared.
    同时模拟比较了普通混凝土和轻集料混凝土在相同荷载作用下的受力性能,并对不同荷载作用下的挠度(变位)、主应力进行了比较;
短句来源
    The Analysis of the Creep Effect on R.C Bridges by Deformation Method
    变位法分析混凝土桥梁的徐变影响
短句来源
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  displacement
Our approach generalizes Lévy's midpoint displacement technique which is used to generate Brownian motion.
      
Finite element simulations for compressible miscible displacement with molecular dispersion in porous media
      
We consider a nonlinear parabolic system describing compressible miscible displacement in a porous medium [5].
      
Galerkin method for completely compressible displacement with molecular diffusion and dispersion
      
In this paper, the numerical approximation by Galerkin method for completely compressible miscible displacement with molecular diffusion and dispersion in porous media is considered.
      
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The prestressed concrete box girder bridge is one of the ideal types for long span bridges, it gives economy in engineering cost, aesthetic appearances andconveniences in traffic service. An enormous number of such bridges have beenbuilt in other countrirs and in our country. This paper presents the principles concerning the design aud constructionin light of our own experiences, that include: 1. Main indexes of material consumptions coneluded from a large numberof such projects abroad and at home for use in...

The prestressed concrete box girder bridge is one of the ideal types for long span bridges, it gives economy in engineering cost, aesthetic appearances andconveniences in traffic service. An enormous number of such bridges have beenbuilt in other countrirs and in our country. This paper presents the principles concerning the design aud constructionin light of our own experiences, that include: 1. Main indexes of material consumptions coneluded from a large numberof such projects abroad and at home for use in preliminary design. 2. Basing, on experience data and empirical formulas, a suitable type ofsuperstructure as well as its approximate dimensions is to be selected. 3. The principles of design and the related problems are discussed, the"Synthetic Program" is recommended to deal with the computation of thestresses and deflections due to loads and other effects in control sectionsunder different construction stages. 4. The use of free cantilever method in construction and the determi-nation of consruction procedures in connection with the transformation of system in different stages are also demonstrated.

预应力混凝土连续梁桥具有经济适用、外型美观等优点,目前已在国内外广泛采用。本文根据我国几座公路大桥的设计与施工经验,提出以下要点,供修建这种桥梁时参考: 1.综合国内外资料,提出主要工程材料指标,供估计工程数量用。 2.根据经验数据和公式,拟定截面尺寸,以编制经济合理的初步设计方案。 3.设计理论方面应考虑的问题,用“公路桥梁综合计算程序”解算由于荷载和各种影响产生的各应力,给出控制截面的最不利应力组合和节点变位。 4.采用悬臂施工法,拟定合理的施工步骤和各阶段转换的体系。

Sheet piles below the dredged surface are regarded as straight piles acted on by the cross load. According to the Calculations of "Norm of the Pile Foundation" of the People's Republic of China and the harmonious conditions of the displacement of anchored points, the pull of the anchoring rod will be worked out. This brings the calculation of sheet piles in agreement with the standard specifications of pile foundation. The calculation is very simple by means of the coefficient tables in the end of this paper....

Sheet piles below the dredged surface are regarded as straight piles acted on by the cross load. According to the Calculations of "Norm of the Pile Foundation" of the People's Republic of China and the harmonious conditions of the displacement of anchored points, the pull of the anchoring rod will be worked out. This brings the calculation of sheet piles in agreement with the standard specifications of pile foundation. The calculation is very simple by means of the coefficient tables in the end of this paper.

把挖泥面以下的板桩视为受横向荷载作用的直桩,按我国有关桩基规范计算,并根据锚结点变位的协调条件算出锚杆拉力。从而使板桩计算与桩基规范一致。以[2]中算例作试题,计算结果与[2]一致。借助文末锚杆拉力系数表,计算十分简便。

This paper describes the superiority and the technical practicability of the high piled wharf using entirely the straight steel pipes as the foundation. We also analyze the effect of the lifting machinery to the horizontal displacement of the straight pile wharf. The distribution of the collusion force on the bents is discussed. The calculation method to be applied to the horizontal displacement of the straight pile wharf is introduced through illustrative examples in engineering practice. This paper finally...

This paper describes the superiority and the technical practicability of the high piled wharf using entirely the straight steel pipes as the foundation. We also analyze the effect of the lifting machinery to the horizontal displacement of the straight pile wharf. The distribution of the collusion force on the bents is discussed. The calculation method to be applied to the horizontal displacement of the straight pile wharf is introduced through illustrative examples in engineering practice. This paper finally proposes the structural measures of reducing the horizontal displacement. This paper may be referable for those who design and research the straight pile wharf.

本文阐述了全部采用直钢管桩基础的高桩码头的优越性和技术可行性。分析了直桩码头的水平变位对起重机械的影响问题。对船舶碰撞力在排架上的分配进行了讨论。通过实例介绍了实际工程中,直桩码头水平变位的计算方法。最后提出了减少水平变位的结构措施。 本文可供设计和研究直桩码头作参考。

 
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