助手标题  
全文文献 工具书 数字 学术定义 翻译助手 学术趋势 更多
查询帮助
意见反馈
   竖直荷载 的翻译结果: 查询用时:0.526秒
图标索引 在分类学科中查询
所有学科
建筑科学与工程
公路与水路运输
更多类别查询

图标索引 历史查询
 

竖直荷载
相关语句
  vertical load
     Analysis of Elasto plasticity of Bearing and Deforming Behavior of Group Pile under Vertical Load
     竖直荷载下群桩受力变形特性弹塑性分析
短句来源
     Calculation of the Internal Stresses in Ring Foundation under Vertical Load
     环形基础在竖直荷载作用下的内力计算
短句来源
     Analysis of Bearing and Deforming Behavior of Single Pile Under Vertical Load
     竖直荷载下单桩的受力变形性状分析
短句来源
     Rheology Analysis of a Pile under Vertical Load
     竖直荷载下单桩的流变特性分析
短句来源
     The calculation of semi-circular arch under function of wanton vertical load
     任意竖直荷载作用下半圆形拱计算
短句来源
更多       
  “竖直荷载”译为未确定词的双语例句
     This article take the most population exterior wall insulation system at home:wire mesh frame filler polystyrene broad exterior wall insulation system for example,through static test 、simulated earthquake vibration table test and finite elementanalysis by the ANSYS software, relatively in-depth study the cohesive strengthbetween the decorative tiles and polystyrene broad under the horizontal directionload and the elevation direction load .
     本文结合目前国内应用较为广泛的外墙外保温形式:钢丝网架聚苯板外墙外保温,通过静力试验、模拟地震振动台试验和ANSYS 有限元分析几种方法对外保温上粘贴饰面砖在承受水平、竖直荷载下与钢丝网架聚苯板的粘结强度进行了比较系统深入的研究。
短句来源
     Finally, using the orthotropic steel bridge deck model, the difference influence of the single-wheel and double-wheel was studied and the least favorable positions was found.
     第三,利用正交异性板模型研究水平和竖直荷载综合作用下正交异性钢桥面板铺装层的受力规律发现:铺装层各项力学指标对水平荷载的敏感性有较大差别;
短句来源
     The analysis of the suspension bridge under vertical loads is the most important content during the course of the design; it is the most important foundation for the design of the main components of the bridge.
     悬索桥在竖直荷载下的分析计算,是悬索桥设计计算中最重要的内容,是主要构件设计的最重要依据。
短句来源
     First, theoretical analysis methods were used for the static analysis of the suspension bridge.
     首先,本文运用理论分析方法,对竖直荷载作用下主缆线形为抛物线的非对称式悬索桥进行了静力分析。
短句来源
     By building a series of model, the states of the asymmetry suspension bridge under vertical live loads were calculated more precisely, and the effects of the sensitive parameter "m" (ratio of height difference between the supports and the span of flexible cables) to the structure response was analyzed.
     通过建立一系列的有限元计算模型,更为精确地计算了竖直荷载作用下的结构状态,分析了敏感性参数m(主缆支点高差与主缆跨度的比值)对竖直活载作用下结构反应的影响,得到了一些有益的结论。
短句来源
更多       
  相似匹配句对
     Hydredynamic loads;
     水动力荷载
短句来源
     Analysis of Bearing and Deforming Behavior of Single Pile Under Vertical Load
     竖直荷载下单桩的受力变形性状分析
短句来源
     Calculation of the Internal Stresses in Ring Foundation under Vertical Load
     环形基础在竖直荷载作用下的内力计算
短句来源
     The Wind Load for Cladding
     围护结构的风荷载
短句来源
     Vertical right angle observation
     竖直角观测
短句来源
查询“竖直荷载”译词为用户自定义的双语例句

    我想查看译文中含有:的双语例句
例句
为了更好的帮助您理解掌握查询词或其译词在地道英语中的实际用法,我们为您准备了出自英文原文的大量英语例句,供您参考。
  vertical load
The load transfer analytical method is applied to study the bearing mechanism of piles with vertical load in this paper.
      
For a bearing, the period of vibrations, vertical load-carrying capability, damping, displacement capability, and response to a tensile load can be chosen independently.
      
An FE tire model was used to obtain the deformed shape of the tire due to the vertical load and the pressure distribution.
      
The method of double fourier transform was employed in the analysis of the semi-infinite elastic foundation with vertical load.
      
Inelastic conical shells loaded by the central rigid boss with vertical load are studied.
      
更多          


~~

大桥支撑系的合理计算是目前还没有得到解决的问题。我们为此选定武汉长江大桥[1]的断面支撑系为例进行了模型试验。模型是用有机玻璃作成的。用电阻丝测得模型在荷载下的各杆件的应力,并对实验结果进行了分析研究。实验结果证明,在竖直荷载作用下,断面支撑系杆件所受内力很大,因此,对断面支撑系的计算问题,提出了初步意见,并对今后研究工作,提出建议。

Railway bridge girders on curve would suffer restrained torsion due to the fact that the line of action of live laod and its reaction do not pass through the flexural center of the cross-section of the girder.An analysis of a simply supported prestressed concrete box girder, single cell and 40m span length, on curved track of R=2000m shows that at the bearing end, the torsion stress on longitudinal section, at the toe of the corner rib, is up to 10 kg/cm~2.Such torsional effects have not yet been considered...

Railway bridge girders on curve would suffer restrained torsion due to the fact that the line of action of live laod and its reaction do not pass through the flexural center of the cross-section of the girder.An analysis of a simply supported prestressed concrete box girder, single cell and 40m span length, on curved track of R=2000m shows that at the bearing end, the torsion stress on longitudinal section, at the toe of the corner rib, is up to 10 kg/cm~2.Such torsional effects have not yet been considered in design until 1976.This paper presents a derivation of the restrained-torsion influence functions concerning the eccentric vertical live laod and its centrifugal force of a simply supported single cell prestressed concrete box girder on curve.The modified boundary conditions considering no horizontal transverse displacements at the supports are adopted here.As a result of this assumption, the longitudinal external bi moment is induced at the pin bearing accordingly.

曲线上的铁路桥梁,由于活载及其引起的反力不通过梁体横截面的弯曲中心而产生约束扭转。据计算“702”工程中跨度40米的预应力混凝土单室简支箱梁,当桥上线路曲线半径为2,000米时,支座处梗胁根部纵截面上的扭曲应力达10公斤/平方厘米。在1976年以前未考虑扭转力的影响。本文根据“广义坐标法”对于曲线上预应力混凝土单室简支箱梁,导出了偏心竖直荷载及离心惯性力的影响函数。作者在理论计算中对于边界条件采用了比较完善的表达形式,即考虑了支点无横向水平位移。与此相应,固定铰支座截面处有纵向外双力矩作用。

For deep and pervious soil foundation under earth-rockfill dam, a concrete diaphragm wall must be provided to control seepage. In the present paper, based on our experiments of the overburden earth pressure at the top of the wall and theory of plasticity, the formula of the overburden earth pressure at the top of wall has been derived. The stress of the earth-rockfill dam with a concrete diaphragm wall is analysed by FEM, in the analysis, three kinds of elements have been used. The nonlinear soil elements are...

For deep and pervious soil foundation under earth-rockfill dam, a concrete diaphragm wall must be provided to control seepage. In the present paper, based on our experiments of the overburden earth pressure at the top of the wall and theory of plasticity, the formula of the overburden earth pressure at the top of wall has been derived. The stress of the earth-rockfill dam with a concrete diaphragm wall is analysed by FEM, in the analysis, three kinds of elements have been used. The nonlinear soil elements are used to model the dam and the foundaton, the beam elements are used to model wall, and the friction contact elements are installed between the wall and the soil.Analysis of Pubugou Dam and Xiaolangdi Dam has proved that the concrete diaphragm wall, being subjected to vertical compression and moment, is an eccentrically compressed member. The vertical axial force in the wall depends upon the shear strength of the soil surrounding the walJ, and the stress in the diaphragm wall can be sustained by common concrete.

建造在透水的深覆盖层上的土石坝,坝基常设有混凝土防渗墙,如何正确地确定防渗墙的应力是坝工设计的难点.本文根据已完成的墙项覆土压力的槽内试验和塑流理论,推导了墙顶覆土压力的公式;提出由非线性土体单元、线性梁单元、摩擦接触单元等3种单元组成的有限元法并计算了瀑布沟和小浪底等土石坝及其防渗墙,得出坝基混凝土防渗墙是偏心受压构件以及墙与土之间和土本身的抗剪强度决定墙的竖直荷载等结论.作者认为:根据墙周围土的塑性极限分析,采用一般通用的高标号混凝土,就能满足高土石坝下数十米深覆盖层中防渗墙的强度要求,无须改用抗渗性能差的掺膨润土的混凝土软墙.

 
<< 更多相关文摘    
图标索引 相关查询

 


 
CNKI小工具
在英文学术搜索中查有关竖直荷载的内容
在知识搜索中查有关竖直荷载的内容
在数字搜索中查有关竖直荷载的内容
在概念知识元中查有关竖直荷载的内容
在学术趋势中查有关竖直荷载的内容
 
 

CNKI主页设CNKI翻译助手为主页 | 收藏CNKI翻译助手 | 广告服务 | 英文学术搜索
版权图标  2008 CNKI-中国知网
京ICP证040431号 互联网出版许可证 新出网证(京)字008号
北京市公安局海淀分局 备案号:110 1081725
版权图标 2008中国知网(cnki) 中国学术期刊(光盘版)电子杂志社