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structural boundary
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  结构边界
    The theory and the procedure for calculating the loading stresses in single layered and double layered plain concrete pavements, treatment of vehicle loading and structural boundary condition, regression of results of finite element calculation, rectification of theoretical solution and determining procedure of comprehensive coefficients adopted in newly issued Specifications of Cement Concrete Pavement Design for highway are introduced in this paper
    介绍新《公路水泥混凝土路面设计规范》中普通混凝土路面结构 (单层和双层 )的荷载应力计算理论和方法 ,车辆荷载和结构边界条件的处理 ,有限元计算结果的回归 ,理论解的修正 ,以及综合系数的确定方法
短句来源
    Structural boundary status can be judged by the structure damping ratio change.
    通过实测桥梁结构阻尼比的变化,可以对结构边界条件、结构材料阻尼特性的改变进行分析判断。
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    At the basis of pointing out the phenomena of sloping surface moving when the loading, structural boundary or hydrology and geology conditions changes, the dynamic stability analysis to considering the moving of sloping surface is putted forwarded.
    在指出最不利滑动面会在荷载、结构边界、水文地质条件等发生变化时发生迁移现象的基础上,提出了基于最不利滑移面迁移的稳定性动态分析方法。
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  structural boundary
The structural boundary of a caldera, defined here as the outermost limits of subsidence and related deformation including downsag, commonly lies outside ring faults and outside the embayed topographic wall.
      
The zero level set of the level set function defines the structural boundary.
      
In this paper, two benchmark problems in structural boundary design are solved using the spectral level set methodology, which is a new approach to topology optimization of interfaces.
      
The computational advantages associated with the utilization of preconditioned iterative equation solvers are quantified for the reanalysis of perturbed shapes using continuum structural boundary element analysis (BEA).
      
In the so-called BIE formulation, it is found that more than one type of adjoint functions are necessary, which are defined by different integral equations at complementary points of the structural boundary.
      
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The theory and the procedure for calculating the loading stresses in single layered and double layered plain concrete pavements, treatment of vehicle loading and structural boundary condition, regression of results of finite element calculation, rectification of theoretical solution and determining procedure of comprehensive coefficients adopted in newly issued Specifications of Cement Concrete Pavement Design for highway are introduced in this paper

介绍新《公路水泥混凝土路面设计规范》中普通混凝土路面结构 (单层和双层 )的荷载应力计算理论和方法 ,车辆荷载和结构边界条件的处理 ,有限元计算结果的回归 ,理论解的修正 ,以及综合系数的确定方法

There are inherent relations between vibration parameter and carrying capacity of bridge structure.There is certain relation between eigenfrequency and bridge rigidity and displacement check coefficient.By analyzing the vibration mode land amplitude of the structure response,we can know the transverse beams' damages.Structural boundary status can be judged by the structure damping ratio change.The relation between bridge load-bearing capacity and damages is analyzed in the paper by tracking of the measurement....

There are inherent relations between vibration parameter and carrying capacity of bridge structure.There is certain relation between eigenfrequency and bridge rigidity and displacement check coefficient.By analyzing the vibration mode land amplitude of the structure response,we can know the transverse beams' damages.Structural boundary status can be judged by the structure damping ratio change.The relation between bridge load-bearing capacity and damages is analyzed in the paper by tracking of the measurement.

桥梁结构自振特性与结构承载能力有着内在联系;自振频率与桥跨刚度、结构挠度检验系数存在一定关系。通过结构响应模态振型振幅的比较,可以对结构横向联系使用状况进行损伤识别。通过实测桥梁结构阻尼比的变化,可以对结构边界条件、结构材料阻尼特性的改变进行分析判断。本文结合两座桥梁自振特性的跟踪测试,对桥梁自振特性和承载能力之间的关系进行分析。

 
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