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德国
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  germany
    BRIEF REVIEW ON THE WATER SUPPLY PROCESS AND MANAGEMENT SYSTEM IN GERMANY
    德国的给水工艺和管理体制浅析
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    New Foundation Pile Construction Equipment of Germany
    德国新型基础桩施工设备
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    This paper introduced a European most modern residential building program which uses the solar energy in Freiberg, Germany.
    本文对欧洲最现代化的太阳能住宅工程——德国弗莱堡的太阳能城的建筑特点、建筑采暖、建筑用色、建筑设备、建筑节能及未来规划、获奖情况等,作了介绍。
    The Professional Architect System and Design Office in Germany
    德国的职业建筑师制度及事务所
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    Hospital standards and operating room design in Germany
    德国的医院标准和手术室设计
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  “德国”译为未确定词的双语例句
    Q Series Quantometers and Their Application
    德国Q系列燃气计量表及其应用
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    Nature in Architecture──A Brief of GMP Working Method
    建筑的天性──德国GMP事务所设计作风提纲
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    Dialogue between Modernity and History——Appreciation of Max-Planck-Haus
    现代与历史的对话——解读德国Max-Planck公司总部大楼
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    Housing in New Time- Germen Experience of Architectural Competitions of Housing Design in the Last Century
    “新时代住宅”理念——德国住宅设计竞赛历史经验的思考
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    How to Build a City——Interview with Mr. Christoph Kohl, a Neo-traditional Planner
    如今我们怎样建造城市——对德国新传统主义规划师Christoph Kohl的采访
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  germany
In particular, the differential thermal analysis curves for the decomposition of CeO2 nanocrystalline precursor were measured at different heating rates in air by a thermal analyzer (NETZSCH STA 449C, Germany).
      
Medicinal leeches (Hirudo medicinalis L.) were maintained in large ponds in a commercial leech farm at Biebertal, Germany.
      
Some work was done in France at ONERA and in Germany.
      
The 9th International Conference on Environmental Ergonomics (July 30-August 4, 2000, Dortmund, Germany)
      
Some special design features of the detector part of a hadron-electron separator of the ZEUS detector (DESY, Hamburg, Germany) are described.
      
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本文系根据我国具体情况,提出多种方法,来配制1天强度不低于200公斤/公分~2、28天强度不低于400—600公斤/公分~2的快硬高强度混凝土,并对这些方法进行比较论证;目的在取消昂贵的蒸汽养护工序,以降低装配式钢筋混凝土构件的成本。 本文曾在1957年6月德国特累斯顿第二届国际装配式钢筋混凝土会议上宣读。

In this paper, the author criticized the simplified method proposed by H. Marcus for calculating two-way slabs, which has been adopted in some countries for many years. Basing on the fundamental conceptions in theory of elasticity, the author suggests a new computational method. We can also use it to calculate other two-way slabs, under conditions where the former method is ineffective. As to the calculation of cylindrical shells, the author criticized the simplified method of computation proposed by V. Z. Vasov,...

In this paper, the author criticized the simplified method proposed by H. Marcus for calculating two-way slabs, which has been adopted in some countries for many years. Basing on the fundamental conceptions in theory of elasticity, the author suggests a new computational method. We can also use it to calculate other two-way slabs, under conditions where the former method is ineffective. As to the calculation of cylindrical shells, the author criticized the simplified method of computation proposed by V. Z. Vasov, and suggests a simpler way to solve this complicated space problem. Utilizing the relations of finite difference between the torsional moments and transverse moments, the author also proposes a simplified method of calculation for shells of intermediate length.

在本文中,作者批判了德国H.Marcus提出而被一些国家采用多年的双向板简化计算方法,并根据弹性理论基本概念提出一项新的计算方法。该法的力学概念清晰。还可用以计算前法所不能计算的其它情况的双向板。对筒壳计算,作者批判了苏联В.Э.Власов的简化计算方法,并提出用简单的材料力学方法来计算这一较复杂的弹性理论空间问题。此外还利用扭矩和横向弯矩的有限差分关系,解决了一般简化方法所未曾解决的中长筒壳计算问题。

This paper presents the test results of 24 axially-loaded confined concrete stub columns with net reinforcement of high steel ratio. The main experiment parameters are the volumetric ratio of net reinforcement, the strength of concrete, the size and the spacing of net reinforcement. The tests show that both the strength and the deformability of concrete can be increased significantly by increasing the volumetric ratio of net reinforcement.A theoretical equation for predicting the ultimate strength of confined...

This paper presents the test results of 24 axially-loaded confined concrete stub columns with net reinforcement of high steel ratio. The main experiment parameters are the volumetric ratio of net reinforcement, the strength of concrete, the size and the spacing of net reinforcement. The tests show that both the strength and the deformability of concrete can be increased significantly by increasing the volumetric ratio of net reinforcement.A theoretical equation for predicting the ultimate strength of confined concrete is derived using the limit equilibrium method. The results obtained from the proposed equation agree well with the test results made by H. Weigler, J. Henzel and the authors of this paper.

本文报导了24个高配筋率的方格网套箍混凝土柱体轴压试验结果。试验的主要参数为方格钢筋网的体积配筋率、混凝土强度、钢筋网片的网孔尺寸和间距。试验结果表明,随着钢筋网体积配筋率的增加,套箍混凝土的强度和变形能力都显著增高。 文中用极限平衡法推导出这种套箍混凝土的强度计算公式。经用本文的试验结果和德国H.Weigler与J.Henzel的试验结果进行校核,证明该公式的准确性良好。

 
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