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   strip foundation 的翻译结果: 查询用时:0.189秒
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strip foundation
相关语句
  条形基础
     Commonly the formula of B=N/(R-D·Y) is used in the calculation of the width of strip foundation.
     在计算墙下条形基础的宽度时,一般采用公式B=N/(R-D·Y)。
短句来源
     STUDY ON DESIGN METHOD OF COMPOSITE FOUNDATION WITH RIGID-FLEXIBLE PILES UNDER STRIP FOUNDATION
     条形基础下刚-柔性桩复合地基设计方法研究
短句来源
     RESEARCH ON THE DESIGN METHOD OF STRIP FOUNDATION WIDTH FOR MASONRY STRUCTURE
     砌体结构条形基础宽度设计方法研究
短句来源
     Discussion on width adjustment of strip foundation in masonry structure
     砌体结构条形基础宽度调整的探讨
短句来源
     Vertical Vibration Analysis of Strip Foundation on Saturated Soils
     饱和地基上条形基础的竖向振动特性分析
短句来源
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  条基
     A Designig Example on Common Work of Mooring pile Orifice Pile and Strip Foundation
     锚杆桩、“孔桩”、条基共同工作的设计实例
短句来源
     Design of Combined Foundation under Coaction of Pile Foundation and Strip Foundation
     桩基与条基共同作用的复合基础设计
短句来源
     Composite foundation design which is made of pile foundation and strip foundation
     桩基与条基共同作用的复合基础设计
短句来源
     This paper provided the reference for rational design of strip foundation.
     对如何合理地设计条基提供了参考。
短句来源
     Applied formula on the effective height of the reinforced concrete strip foundation and column independent footing
     钢筋砼条基及独立柱基有效高度的实用计算公式
短句来源
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  “strip foundation”译为未确定词的双语例句
     Calculation of bearing capacity about the strip foundation based on the twin shear unified strength theory
     基于双剪统一强度理论的条形地基承载力计算
短句来源
     Analysis of Beam Carring Platform on Strip Foundation of Piles Under Wall Working in Coordination with Single Row of Piles
     墙下条形桩基承台梁与单排桩协同工作分析
短句来源
     Random Optimum Analysis of Strip Foundation Beams of Pile
     条形桩基承台梁随机优化分析
短句来源
     For rigid strip foundation on elastic soils with saturated substratum, the parameter of superimposed elastic soil thickness is adopted;
     对于上覆单相弹性层饱和地基上刚性基础的竖向振动,分析了上覆单相弹性层厚度对动力柔度系数的影响;
短句来源
     Slippage Lines Solution for Ultimate Bearing Capacity of Shallow Strip Foundation
     条形浅基础极限承载力的滑移线解
短句来源
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  strip foundation
Exact solutions are presented for the bearing capacity of a weighted noncohesive Coulomb bed supporting a strip foundation.
      
Bearing Capacity of the Granular Bed of a Strip Foundation under an Inclined Eccentric Load
      
Exact solutions are given for the problem of the bearing capacity of the weightless cohesive bed of a strip foundation for two cases: one- and two-sided overflow.
      
Bearing Capacity of an Eccentrically and Obliquely Loaded Strip Foundation on a Weightless Cohesive Bed
      
Determination of the tilt of a rigid embedded strip foundation
      
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In this paper, a solution to compute the inclination of the rectangular foundationresting on the stratified soil is presented. Obviously, the formulae given by Drs. W. Tettinek and F. Matl (Austria) forthe inclination of rectangular and infinitely long strip-foundation are only two specialcases in the author's formulae.

本文提出了解决成层土地基上矩形基础倾斜计算的一个公式。 在本文中,显然可以看出:戴欠赖克(W.Tettinek)及马德(F.Matl)两博士所提出的计算矩形和条形基础倾斜的公式(见[1],pp.461—465),仅为著者公式中的二个特殊情况而已。

A method for calculating the compression depth of different subsoil under square, rectangular, and strip foundation is presented based upon the comparison and analysis of results from computation of subsoil compressive depth under large foundations and from field measurement of certain projects. The method given in this paper is simple in use and its results are closer to the actual conditions. It can be used as a reference for those engaged jn scientific research, exploration, design, and construction....

A method for calculating the compression depth of different subsoil under square, rectangular, and strip foundation is presented based upon the comparison and analysis of results from computation of subsoil compressive depth under large foundations and from field measurement of certain projects. The method given in this paper is simple in use and its results are closer to the actual conditions. It can be used as a reference for those engaged jn scientific research, exploration, design, and construction.

本文通过对大基础地基压缩层深度计算和工程实测结果的对比分析,提出了对不同土类地基上方形、矩形及带形基础地基压缩层深度的计算方法。该计算方法使用方便,其计算结果与实际情况较为接近,可供科研、勘察、设计及施工人员参考。

Internal forces and differences in settlement of strip foundation under columns, box foundation and raft foundation are adjusted by eaanging the width of foundation beam. Four numerical examples are illustrated in this paper. it can be shown that this method is quite simple, convenient and has achieved good results, e.g. the maximum bending moment of the box foundation in example 1 can be reduced to 23% of the original one just by varying the width of foundation base slab....

Internal forces and differences in settlement of strip foundation under columns, box foundation and raft foundation are adjusted by eaanging the width of foundation beam. Four numerical examples are illustrated in this paper. it can be shown that this method is quite simple, convenient and has achieved good results, e.g. the maximum bending moment of the box foundation in example 1 can be reduced to 23% of the original one just by varying the width of foundation base slab. The hingcd-member method is used in calculation and the model of stratified summation method specified in the Code is adopted as the foundation soil.

本文利用基础梁的底板宽度变化来调整柱下条形基础、箱形基础及片筏基础的内力与沉降差异,本文给出的四个实例说明,这种方法十分简便,而效果很好。如例1的箱形基础,通过箱基底板宽度的变化,使最大弯矩降低为原来的28%。计算方法采用连杆法,地基模型采用规范规定的分层总和法模型。

 
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