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
   study on 在 建筑科学与工程 分类中 的翻译结果: 查询用时:0.198秒
图标索引 在分类学科中查询
所有学科
建筑科学与工程
环境科学与资源利用
预防医学与卫生学
中药学
公路与水路运输
交通运输经济
更多类别查询

图标索引 历史查询
 

study on
    很抱歉,暂未找到该词条在当前类别下的译词。您可以查看在所有学科下的译词。
相关语句
  “study on”译为未确定词的双语例句
    Study on Chaotic Vibration of Engineering Structures, Algorithms of Chaotic Maximum Optimization and Its Application
    工程结构混沌振动、混沌最优化算法及其应用
短句来源
    Study on Reliability Analysis of High-Rise Building for Wind Action
    高层建筑结构抗风可靠性分析
短句来源
    Study on Soil-Pile Interaction in Longitudinal Vibration Considering Vertical Wave Effect of Soil
    考虑土竖向波动效应的桩土纵向耦合振动理论
短句来源
    Study on the Behavior of the Rigid--Pile Composite Foundation with the Upper High Building
    高层建筑刚性桩复合地基性状
短句来源
    Study on Theory of Saturated Elastic Half-Space for Soil-Foundation Dynamic Interaction
    土与基础结构动力相互作用的饱和弹性半空间理论
短句来源
更多       
查询“study on”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。
  study on
Recent study on the subject is an indirect approach: in order to compute the Gabor coefficients, one needs to find an auxiliary bi-orthogonal window function γ.
      
The present study reports QSAR study on adenosine kinase inhibitors pyrrolo[2, 3-d] pyrimidine nucleoside analogous.
      
QSAR study on some arylsulfonamides as anti-HIV agents
      
QSAR study on aminophenylbenzamides and acrylamides as histone deacetylase inhibitors: An insight into the structural basis of a
      
A study on the genotoxic activities of some new benzoxazoles
      
更多          


Based on the experimental study on the process of working stages to failure of reinforced concrete frame structures infilled with brick walls under monotonic and reversed cyclic horizontal loads and analyses of their properties on deformations and destructions, formulae for calculating the ultimate strength and stiffness at three different working stages are given in this paper. The results obtained from computation and tests show reasonable agreement in comparison. Furthermore, the restoring force characteristic...

Based on the experimental study on the process of working stages to failure of reinforced concrete frame structures infilled with brick walls under monotonic and reversed cyclic horizontal loads and analyses of their properties on deformations and destructions, formulae for calculating the ultimate strength and stiffness at three different working stages are given in this paper. The results obtained from computation and tests show reasonable agreement in comparison. Furthermore, the restoring force characteristic model and elastoplastic characteristic parameters of the structural members of this kind of structure are also given in the paper.

本文通过对砖墙填充框架单元在单向及反复水平荷载作用下受力过程和破坏的试验研究,分析了变形和破坏特点,提出了这类结构的极限强度和从弹性到破坏三个不同阶段的刚度计算公式。计算结果与试验实测值比较接近。文中还给出了这类构件的恢复力模型及其弹塑性特征参数。

Rock fracture by rolling disc-cutter is a compound fracture process combined with the impacting compression and the shear crushing. The fracture effects may be characterized by two parameters as the depth of penetration h and the fracture angle of rock φ The value of h depends on the load-up condition and the hardness of rock. On certain load-up condition, the crushing strength of rock may be shown in term of A,however, it is considered as unsufficient. The value of h would be propably high in plastic rock ,...

Rock fracture by rolling disc-cutter is a compound fracture process combined with the impacting compression and the shear crushing. The fracture effects may be characterized by two parameters as the depth of penetration h and the fracture angle of rock φ The value of h depends on the load-up condition and the hardness of rock. On certain load-up condition, the crushing strength of rock may be shown in term of A,however, it is considered as unsufficient. The value of h would be propably high in plastic rock , while amount of fracture are not quite as much. As to the angle φ, a more simple quantity, is unrelated to both the load-up condition and the shape of bit but looks like related to rock characters and condition of free surface of rocks. It may also be a characterizing index of crushing strength of rock.As a review of studies on rock fracture by rolling disc-cutter, this paper deals with the theoretical analysis about fracture process. Taking the angle φ into account as a fundamental parameter and in view of the counter-balance of forces and the law of energy conservation,the models of parabolic area and volume fractured has been set up on the basis of experiments. Also, a functional relation between loads and other parameters has been formulated as follows:whereP-vertical force (kg);Kd-coefficient of conversion;[σe]-uniaxial compressive strength of rock (kg/cm2);φ-rock fracture angle (deg);γ-radius of wear ci cle (mm);θ-a half of the angle between cutting edges (deg);R-cutter radias (cm);h-depth of cutter penetration (cm);αd-specific energy of rolling fracture (kg·m/cm3).Those formulae above indicate that the vertical force is a function of both the rock fracture parameters (as [σc] etc) and the geometrical parameters of disc-cutter as R, θ and r.

滚压破岩为冲击压碎和剪切碾碎的复合过程。表征其破碎效果的参量是侵入深度h和岩石自然破碎角φ。h取决于外载荷和岩石坚固性,在一定的载荷条件下,h虽能表示破坏岩石的难易程度,但不充分,因为塑性岩石h可能很大,但破碎下来的岩体并不多。φ则是较单纯的量,它与载荷和压头的几何形状无关,而与岩石性质和自由面条件(数目和形状)有关,可用它表征岩石的可破坏性。本文在讨论滚压破岩中,以φ为基本参量,以试验数据为基础,建立了抛物线破碎面积和体积模型,从力平衡和能量守恒定律出发,分析了滚压破岩各参量之间的关系,确定载荷与各参量之间的函数形式。

Careful observations and analyses were made in connection with the rebound of the excavated pit and the settlement of the box foundation of a 9-11storeyed RC-framed hospital building to be erected on typical prehis-toric quarternary pluvial/fluvial soil deposits within the urban district ofBeijing. It was found that the amount of rebound due to the release of over-burdenpressure of 1.08kg/cm~2 was 1.24cm, which amounted to more than 50% of the to-tal settlement corresponding to the finished loading of 1.8kg/cm~2....

Careful observations and analyses were made in connection with the rebound of the excavated pit and the settlement of the box foundation of a 9-11storeyed RC-framed hospital building to be erected on typical prehis-toric quarternary pluvial/fluvial soil deposits within the urban district ofBeijing. It was found that the amount of rebound due to the release of over-burdenpressure of 1.08kg/cm~2 was 1.24cm, which amounted to more than 50% of the to-tal settlement corresponding to the finished loading of 1.8kg/cm~2. It seemedtherefore not appropriate to use the net pressure, which was 0.7kg/cm~2 in thiscase, in calculating the settlement of deeply embedded large foundations inlike soils. Although the general shape of the overall/laveraged load-settlement curvewas roughly a straight line, a further study on the stress-strain relation-ships of the soil layers at three different points beneath the foundation showeda definite trend of non-linearity and inhomogeneity that warranted a specialstudy. A plane sain finite element analysis was made accordingly to achieve atheoretical insight into the problem.The computer program was based on crossbeam structure model and conventional layered-sum settlement analysis method.However, three semi-empirical coefficients were introduced in order to take-care of the non-linear stress-strain relationships of the soils at different partsof the foundation.The calculated settlements thus obtained were very close tothose observed.

本文通过对北京市中医医院病房楼工程基坑回弹和地基沉降的实测,提出一种适用于北京一般第四纪土、考虑地基不均匀和非线性压缩模量的经验修正方案,作为大面积深埋基础用分层总和法计算地基变形和协同作用的依据。

 
<< 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study on的内容
在知识搜索中查有关study on的内容
在数字搜索中查有关study on的内容
在概念知识元中查有关study on的内容
在学术趋势中查有关study on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