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   承载力控制 在 建筑科学与工程 分类中 的翻译结果: 查询用时:0.062秒
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  capacity control
    This paper first summarized and analyzed the various methods for calculating the settlement deformation and bearing capacity of composite pile foundation by analyzing its working properties. According to the "double-control" design principle of composite pile foundation, it analyzed the design method and steps based on "bearing capacity control" and "settlement deformation control" , combining with project examples.
    本文首先通过对复合桩基的工作性状进行分析,总结分析了复合桩基承载力计算以及沉降变形计算的各种方法,按照复合桩基“双控”设计原则,结合工程实例对复合桩基基于“承载力控制”和“沉降量控制”的设计方法和步骤进行分析。
短句来源
    According to the ultimate bearing capacity control method, the effective length of a cement-mixed pile is calculated with the linear elastic-plastic load transfer function.
    采用线弹塑性荷载传递函数 ,按极限承载力控制法确定水泥搅拌桩的有效桩长 .
短句来源
  bearing capacity control
    This paper first summarized and analyzed the various methods for calculating the settlement deformation and bearing capacity of composite pile foundation by analyzing its working properties. According to the "double-control" design principle of composite pile foundation, it analyzed the design method and steps based on "bearing capacity control" and "settlement deformation control" , combining with project examples.
    本文首先通过对复合桩基的工作性状进行分析,总结分析了复合桩基承载力计算以及沉降变形计算的各种方法,按照复合桩基“双控”设计原则,结合工程实例对复合桩基基于“承载力控制”和“沉降量控制”的设计方法和步骤进行分析。
短句来源
    According to the ultimate bearing capacity control method, the effective length of a cement-mixed pile is calculated with the linear elastic-plastic load transfer function.
    采用线弹塑性荷载传递函数 ,按极限承载力控制法确定水泥搅拌桩的有效桩长 .
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In this paper, a transversely stiffened single curvature cable-suspended roof is studied as a system of interacting beams on elastic foundations. A simple beam under the states of adjusting deformation on its supports and also of loading is solved by the minimum energy principle. Based on the optimum design philosophy,the influence of the interaction of beams is designed so that a rational amount of deformation on the supports is obtained. The necessary condition for dimensioning structural members is given...

In this paper, a transversely stiffened single curvature cable-suspended roof is studied as a system of interacting beams on elastic foundations. A simple beam under the states of adjusting deformation on its supports and also of loading is solved by the minimum energy principle. Based on the optimum design philosophy,the influence of the interaction of beams is designed so that a rational amount of deformation on the supports is obtained. The necessary condition for dimensioning structural members is given by the maximum deflection and strength constraints. Thus a rational method for estimating the design parameters and simplified analysis of the structure are provided. By comparing the results of two examples using the simplified method presented in this paper with those by the nonlinear finite element analysis, the feasibility and effectiveness of the given method are justified.

本文将横向加劲单曲悬索屋盖简化为一组具有交互作用的弹性地基梁来分析。应用最小势能原理得到了单梁在调整支座位移状态与荷载状态的解。根据优化设计的思想,主动地设计了各梁间的交互作用,获得了合理的支座位移调整的相对量与绝对量。通过对结构最大变位和杆件最大承载力的控制条件给出了杆件截面尺寸所必须满足的条件。从而为这类结构的设计提供了确定合理设计参数和简化分析的方法。通过两个例题将非线性有限元机算与本文的简化方法作了比较,证实了所提方法的可行性与有效性。

Based on the forty measured load-settlement (p-s ) curves, this paper analyses the (p-s ) behavior and presents a method for calculating the bearing capacity and settlement of hand-mined castinsitu cylinder piles rested at different load bearing strata, with different pile diameters and belled--out ends. According to the (p-s) curves, the coefficients for the calculation formulas have been found through mathematical statistics method. The values of bearing capacity and settlement calculated by the method presented...

Based on the forty measured load-settlement (p-s ) curves, this paper analyses the (p-s ) behavior and presents a method for calculating the bearing capacity and settlement of hand-mined castinsitu cylinder piles rested at different load bearing strata, with different pile diameters and belled--out ends. According to the (p-s) curves, the coefficients for the calculation formulas have been found through mathematical statistics method. The values of bearing capacity and settlement calculated by the method presented are in good agreement with the measurement results.

本文通过对10根置于不同持力层、具有不向桩身及扩大端直径的人工开挖大直径扩底桩的试验结果分析.提出了砂性及碎石类土中大直径扩底桩的变形计算机模式与参数;并根据变形函数,以变形量为极限承载力控制标准,给出了临界桩径承载力参数及大直径桩承载力折减系数。

It reasonably optimizes design method on pre - stressed concrete hollow plate to apply the limit calculation under control of orthogonal section load, cracking seam and deflection. And a correspond calculation program is developed by means of Visual Basic 4. 0. It not only saves steel material but also raises design quality. And then it can be reference for compiling drawings of pre - stressed concrete plate.

采用预应力混凝土空心板的正截面承载力控制、裂缝控制及挠度控制状态下的极限计算方法和应用 Visual Basic 4. 0开发的计算程序,合理地优化了预应力混凝土空心板的设计方法,既节省钢材又提高了设计质量可供编制预应力混凝土空心板图集时参考。

 
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