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test
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  试验
    Theoretical Research and Shaking-Table Test on Vibration Control for Long-Span Bridges Using Shape Memory Alloys
    应用形状记忆合金的大跨桥梁结构振动控制理论研究与振动台试验
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    Test Study on the Capacity of Large Pile under Bridge
    大型桥梁桩基承载力试验研究
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    The Analytical Theory and Model Test Research on Local Stability of Orthotropic Steel Box Girder
    正交异性钢箱梁局部稳定分析理论及模型试验研究
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    Theory and Model Test Studies of the Shear Lag in Thin Walled Box Girders Based on Energy Principle
    基于能量原理的薄壁箱梁剪力滞理论与试验研究
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    Model Test Study on the Improved Filling Embankment in Permafrost Regions
    多年冻土区路堤填土改良模型试验研究
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  检验
    THE RESEARCH ON THE TEST OF AUTOMATIC POSITION SYSTEM'S DYNAMIC ACCURACY
    自动定位系统动态定位精度检验方法研究
短句来源
    By utilizing constructional test data for concrete pavement in Shantou-Meiling Expressway,this paper concludes a new nonnormal probability density function,which is used to test the construction result and the results is reliable.
    利用汕梅高速公路混凝土路面标的施工试验数据,提炼出了一种新的非正态概率密度函数,并对施工结果进行了检验,得出了可靠的结果。
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    The test methods of VCADRF and VCAAC were introduced in the light of the application of gradation design for SAC13 in an actual project.
    结合将在实际工程中应用的SAC13级配的设计过程对VCADRF和VCAAC矿料级配检验方法进行了具体介绍。
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    In application of powder jet pile in highway engineering,we should control the construction technique strictly,strengthen the process management and quality test according to construction department′s construction test rules.
    在粉喷桩应用于公路工程中,需在施工中严格控制施工工艺,加强过程管理,在质量检测上依靠建设部门的施工检验规程。
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    Study on Method in Evaluation and Test for Traffic Assignment Model
    交通分配模型的评价与检验方法
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  检测
    Preliminary Strength Test of Hardened Concrete Determined by Fastener
    用射钉法检测硬化混凝土强度的初步试验
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    TEST METHOD OF COMPACTION DEGREE OF SUBGRADE
    路基压实度检测方法的试验
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    This paper describes the common quality for drill-pouring to pile,in test of pile foundation low strain on the pile and high strain and a comparative analysis of ultrasonic method,obtained using ultrasonic method detection to the conclusion that influence ultrasonic method for a major factor,the analysis shows.
    介绍了钻(挖)孔灌注桩常见的一些质量问题,对桩基检测的低应变、高应变和超声法进行了比较分析,得出了采用声测法检测的结论,并对影响声测法的主要因素及其原理、方法进行了分析介绍,以保证桩的质量。
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    This paper analyzes on the necessity and importance of strengthening the test detection work in highway construction, and puts forward some measures for improving the quality test detection in highway construction.
    分析了加强公路工程试验检测工作的必要性和重要性,指出了提高公路工程质量试验检测的措施。
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    Test results show that wavelet analysis has its own advantages when applied in expressway incidents detection.
    试验结果表明,将小波分析用于高速公路事件检测中有其优越之处。
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  “test”译为未确定词的双语例句
    A New Type of Specimen for Flexural Bond Test
    粘结力试件的一种新型式
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    The Theoretical Calculations and Test Results of Pier-body Stress of Circular Bridge Hollow Pier
    圆形空心桥墩墩身应力的理论计算与实测结果
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    THE CALIBRATION METHOD AND APPLICATION TEST OF THE NUCLEAR EARTH BASE DENSITY MOISTURE GAUGE OF TYPE NDH-A
    NDH-A型核子土基密度、含水量联合测定仪的标定及使用
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    The Application of the 1hr Test Method Estimating Flexure Strength of Paving Concrete to Quality Control in Airport
    1小时推定混凝土抗折强度在机场道面工程质量控制中的应用
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    Study on the Ultrasonic Leak Test System
    超声检漏系统的研究
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  test
In this article the p-adic Lizorkin spaces of test functions and distributions are introduced.
      
We review here spherical wavelet analyses of the CMB that test the standard cosmological concordance model.
      
For the GFA model, thirty molecules were used as training set and eight as test set to evaluate the external predictability of the equations generated using GFA.
      
The training set was derived using twenty-eight compounds and six were used as test sets to evaluate external predictability of the model.
      
For the GRA model, thirteen molecules were used as training set and three as test set to evaluate the external predictability of the equations generated using GFA [r2 = 0.650 and r2pred = 0.807].
      
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In recent years, Prestressed Concrete long piles are universally adopted. Last year such kind of pile with length up to 27~M have been produced in this country. Now in order to meet the requirements of Shanghai Harlour works and Yangtze River Bridges, we work out a new type of prestressed concrete hollow pile of 36~M long, with a cross-section, of 55 cm square (inner diameter 40 cm.) By using temporary prestressing fittings on pick points with automatic adjustment for prestress, the pile is suitable for two...

In recent years, Prestressed Concrete long piles are universally adopted. Last year such kind of pile with length up to 27~M have been produced in this country. Now in order to meet the requirements of Shanghai Harlour works and Yangtze River Bridges, we work out a new type of prestressed concrete hollow pile of 36~M long, with a cross-section, of 55 cm square (inner diameter 40 cm.) By using temporary prestressing fittings on pick points with automatic adjustment for prestress, the pile is suitable for two points pick, which gives great facilities to handling and transpotation. Besides, 18% of steel saving can still be made. This paper only presents the principle and calculations. The testing results will be given later.

年来预应力混凝土长桩在各国已广泛采用,我国在去年大躍进中亦已试行生产应用,长达27公尺,最近我校预应力混凝土桩科研小组在响应党的的科研结合生产的号召下,为上海码头工程及长江大桥工程进行36公尺的预应力混凝土长桩研究,并提出一种新的型式,既可节省18%的钢筋又可允许用两点吊运,这将给予施工方面极大便和。现在与上海筑港局协作进行试制与试验,兹特将原理部分报导,希望大家提出意见以便修正改进,至其试验报告则将于以后陆续发表。

1959 will be still a greater leap year in better and more complete manner. During this year, railway transportation will be a more difficult and more glorious task. In order to accomplish such a task, railway structures and equipments should be greatly improved, in which betterment & strenghthening of track structures is one of the effective: measures. In this paper, preliminary analysis is made pertaining to special features of old and new types of track structures, and at the same time raising questions which...

1959 will be still a greater leap year in better and more complete manner. During this year, railway transportation will be a more difficult and more glorious task. In order to accomplish such a task, railway structures and equipments should be greatly improved, in which betterment & strenghthening of track structures is one of the effective: measures. In this paper, preliminary analysis is made pertaining to special features of old and new types of track structures, and at the same time raising questions which should be considered in designing of such structures. In our country, new track structures laid for testing purposes are comparatively scarce, it is suggested that this type of track structure will be laid on railway line managed by Shanghai Railway Administrative Bureau for testing observation in order that materials will be accumulated and more complete research work may be continued.

一九五九年是我国更大更好更全面跃进的一年,在这一年内,铁路担负着比去年更为艰巨也更为光荣的任务;为使任务能很好完成,对于铁路的技术装备应该进行改造,而改善与加强轨道结构正是其中的一个有效措施,因此,在目前,讨论轨道结构问题就有着现实的意义。本文对新旧轨道结构的特点作了初步分析,也提出一些设计新型轨道结构时所应考虑的问题,供继续展开讨论的参考。在我国,试验性的新型轨道结构(?)设得还不够多,本文建意一种轨道结构型式,准备在上海路局管内线路上试(?)与观测,以便积累资料作进一步的研究。

This paper presents the model investigation of double cantilever bridge with three-box section of variable depth. The purpose of the test consists of finding the increased nomal stress due to torsion and the behaviors of lateral load distribution on the section concerned. At the beginning, tests are made on mechanical properties of the plastic material for making the model, the magnitude of applied load sustained and the durability measurement on the material. The authors discuss here with the following...

This paper presents the model investigation of double cantilever bridge with three-box section of variable depth. The purpose of the test consists of finding the increased nomal stress due to torsion and the behaviors of lateral load distribution on the section concerned. At the beginning, tests are made on mechanical properties of the plastic material for making the model, the magnitude of applied load sustained and the durability measurement on the material. The authors discuss here with the following topics, such as the material used in the test, mechanical properties of material, theory of similitude, methods & results of test, and finally the preliminary analysis of testing results.

本文提出对三箱变高截面的双悬臂桥梁的模型研究。这些试验的目的在于找出由于扭转所产生的法向应力的增加值,以及有关截面竖向荷重分布的状态。开始時,对模型用的塑性材料的机械性能,试验中采用加荷的大小值,以及材料的持久性的测量作了一些试验。作者在此讨论了下列各题,如试验中材料的使用,材料的机械性能,相似理论,试验的方法与分析,以及最后的试验结果的初步分析。

 
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