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ultimate bearing load
相关语句
  极限承载力
     It can be concluded from the result that the influence of the defect is small on the structure’s ultimate bearing load, however it is large on the structure’s displacement, mostly coursed by the geomertry defects.
     由分析结果得出:缺陷对于单管塔的极限承载力的影响不大; 但是对于结构的刚度影响较大,其中主要是几何缺陷的影响;
短句来源
     Pointing to deformation property of foundation soil and principle of pole-soil affecting jointly,based on viscoelastic model, this article raises a formula of calculating ultimate bearing load of single pole.
     根据地基土的变形特性和桩土共同作用机理,以粘弹性模型为基础,提出单桩极限承载力的计算公式。
短句来源
     The ultimate bearing load of the pile is used to calculate its buried depth.
     根据桩的极限承载力来计算桩的入土深度。
短句来源
     The test indicates that the failure mode of the column belongs to structural flexural-torsional instability,and its ultimate bearing load comes to 3.38 times its design axial compression that meets the specification for design of the column.
     试验表明这种柱子的破坏模式为结构弯扭失稳 ,其极限承载力达到设计轴心压力的 3.38倍 ,能满足柱的设计要求
短句来源
  “ultimate bearing load”译为未确定词的双语例句
     Determination Ultimate Bearing Load of Single Pole by Pole-soil Unity Method
     按桩土一体化确定单桩极限承载力
短句来源
     ON REASONABLY DETERMINING THE ULTIMATE BEARING LOAD OF STAKES
     对合理确定桩的承载力的探讨
短句来源
     Based on the stress state, ultimate bearing load capability of RC(Reinforced Concrete) culverts was achieved in lab and compared with test results on plane stress state.
     本文基于这种状态 ,对钢筋混凝土管道进行了模拟试验研究 ,并与平面应力状态下的试验结果作比较。
短句来源
  相似匹配句对
     ON THE ULTIMATE BEARING CAPATITY OF PILE
     单桩极限承载力的研究
短句来源
     REVISED FORMULA FOR ULTIMATE BEARING CAPACITY
     地基极限承载力计算式的改进
短句来源
     ON REASONABLY DETERMINING THE ULTIMATE BEARING LOAD OF STAKES
     对合理确定桩的承载力的探讨
短句来源
     bearing design;
     轴承设计问题;
短句来源
     The Ultimate Bearing Capacity of a Layered Foundation on Inclined Load
     倾斜荷载作用下层状地基的极限承载力
短句来源
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Pointing to deformation property of foundation soil and principle of pole-soil affecting jointly,based on viscoelastic model, this article raises a formula of calculating ultimate bearing load of single pole. The measuring data of high building construction indicate that the calculating result is close to measuring result and useful in design of pole foundation as reference.

根据地基土的变形特性和桩土共同作用机理,以粘弹性模型为基础,提出单桩极限承载力的计算公式。高层建筑工程的实测数据表明,该公式与实际吻合较好,因此在桩基础的设计中具有一定应用借鉴价值。

The characteristic of experimental curves of static load P of stake with settling displacement is studied. Based on the analysis of the testing results of static press stake,a suggestion is made in this paper, of the methods of determining reasonably the ultimate bearing load of stakes.

本文通过大量桩的静荷压载试验的分析和研究,提出了如何才能利用桩的承载力的建议。

This paper deals with the BP neural network design for pile foundation.The main principle of BP neural network is decribed briefly. Through analyzing the affecting elements of the bearing loads of piles and the characteristics of BP neural network,a new conception-position parameter is advanced, and forecasting models of ultimate bearing loads of some kinds of piles are founded. Based on a practical example, the feasibility of such forecasting model is proved by means of neural network toolbox...

This paper deals with the BP neural network design for pile foundation.The main principle of BP neural network is decribed briefly. Through analyzing the affecting elements of the bearing loads of piles and the characteristics of BP neural network,a new conception-position parameter is advanced, and forecasting models of ultimate bearing loads of some kinds of piles are founded. Based on a practical example, the feasibility of such forecasting model is proved by means of neural network toolbox of MATLAB.

概述了 BP神经网络的基本原理。通过对影响桩基承载力因素的分析并结合 BP神经网络特点 ,提出位置系数新概念 ,并建立了桩基工程中几种常用桩的单桩极限承载力预测模型。在工程实例的基础上 ,用 MATL AB的神经网络工具箱说明 BP神经网络预测单桩极限承载力可行性。

 
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