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static load     
相关语句
  静载
    A Study of the Simulating Materials of Triple-arch and Double-pillar Type Structure of Subway Station Subjected to Static Load
    三拱双柱式地铁车站结构静载模拟材料的研究
短句来源
    A Report on the Structure Model Test under Static Load for the Intersection of No. 1 Cross Duct of Xidan Metro Station
    西单地铁车站一号施工横通道“开口段”结构静载模型试验报告
短句来源
    In the light of vertical static load test in situ of tension pile in permanently frozen ground at Qingshuihe of Qing-Zang Railway,the paper makes thorough study of freezing strength of frozen soil around pile and limit bearing capacity for vertical tension of foundation pile,analyzes and compares the results of load test for foundations of direct hole pile and pedestal pile,which have provided scientific basic for pile foundation of Qingzang Railway.
    结合青藏铁路清水河多年冻土地区抗拔基桩的竖向静载现场试验,对桩周冻土冻结强度、基桩竖向抗拔极限承载力等进行了深入的研究,并将直孔桩、扩底桩两种不同桩基础的荷载试验结果进行了分析比较,为青藏铁路桩基础设计提供了科学依据。
短句来源
    Static Load Test of Traffic Appraisement of Shantou Bay Bridge
    汕头海湾大桥通车鉴定静载试验
短句来源
    Study on the static load tests of the bored cast in situ piles of Xijihe Bridge
    西汲河大桥钻孔灌注桩静载试验研究
短句来源
更多       
  静载荷
    Static load experiment is the most basic and reliable method for ensure single pile bearing force.
    静载荷试验是确定单桩承载力方法中最基本、最可靠的方法。
短句来源
    A Study on the Static Load Tests of the Bored Cast-in-Situ Piles of Xijihe Bridge
    西汲河大桥钻孔灌注桩静载荷试验研究
短句来源
    The Application Contrast of Static Load Test and High Strain Dynamic Inspection Method
    静载荷实验与高应变动力检测法应用比较
短句来源
    Static load test of bored pile with 12 000 kN bearing capacity
    120 000 kN钻孔灌注桩静载荷试验
短句来源
    Static Load Experimental Analysis of the Piled Foundation of Yaohete Bridge
    窑河特大桥桩基静载荷试验分析
短句来源
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  静荷载
    Static Load Test of Concrete-filled Steel Tubular Arch Bridge
    某钢管混凝土系杆拱桥静荷载试验
短句来源
    Static Load Test of Chaoyanglingfeng Steel Pipe Concrete Arch Bridge
    朝阳凌凤钢管混凝土拱桥静荷载试验
短句来源
    Relevant conclusions of structure deformation are gotten through the analysis of deformation curve of static load test of bridge span.
    通过对该桥梁跨度静荷载检验变形曲线进行分析,得出了其结构变形的有关结论。
短句来源
    Monitoring of blasting vibration was carried out in cut excavation in section No 9 of Qinglong linkage line of Beijing to Qinhuangdao expressway According to measured data and by use of the velocity and acceleration criteria,the dynamical stress analysis and equivalent static load method,the influence of blasting vibration on stability of rock slope was comprehensively evaluated The evaluation result shows that the blasting method used in the project is reasonable and harmless to the slope of this section
    根据测得的数据 ,并利用速度判别法、加速度判别法、动应力分析法和等效静荷载法 ,综合评价了爆破震动对岩石边坡稳定性的影响。 评价结果表明 ,工程中采用的爆破方法是合理的 ,不会对该段边坡产生大的危害
短句来源
    For structure under static load,the appropriate addition of polymer emulsion SD 622S must be more than 10 %,while for structure under dynamic load,it must be more than 15 %.
    用于静荷载构筑物时 ,SD 6 2 2S掺量应≮ 10 % ; 用于动荷载构筑物时 ,其掺量应≮ 15 %。
短句来源
  静力荷载
    According to the test,we conclude the deflection development of the deck under the static load and fatigue load.
    通过对钢—混凝土组合桥面板的挠度试验,得出其在静力荷载和疲劳荷载作用下的挠度发展情况。
短句来源
    1. The mechanics performances of geometrically similar slabs under static load on the same elastic foundation are similar, according to the analysis of slabs with similitude laws and tests of soil stress under rigid pavements with different size ratios.
    1、根据静力荷载下不同相似比的刚性路面板下的土压力测试结果,结合应用相似理论对弹性地基板所作的分析,指出同一场地土上几何尺寸相似的弹性地基板在静载下的力学性能相似。
短句来源
    Vibrating load and dynamic waterpower compacts soil obviously than static load.
    振动荷载及动水力对下层土体密实度影响较静力荷载明显。
短句来源
    The numerical analysis of primary factors which affect ultimate load of R-C arch bridges under static load is presented, by considering geometrical and material nonlincarities and effect of plastic hinge on structural rigidity. The numerical results arc compared with those of experiment.
    本文考虑几何和材料非线性及塑性铰对结构刚度的影响,对钢筋混凝土拱桥在静力荷载作用下极限承载力的影响因素进行了数值分析,并将分析结果与实验值比较。
短句来源
    fter studying existed literature of theoritical and experimental research, this paper treats the in-plane ultimate load capacity calculation of R-C arch bridge with spandrel structure as a problem of plane frame analysis, geometric and material nonlinearities and forming of plastic hige is considered, the principal factors which affect ultimate load capacity under short-term static load are studied.
    本文在现有文献资料的基础上进行理论分析和试验研究,将拱式拱上结构钢筋混凝土拱桥平面内承载力分析化为框架问题,考虑几何材料非线性及塑性铰的形成,对短期静力荷载作用下影响极限承载力的各主要因素进行了分析。
短句来源

 

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      static load
    Electrical activity of the triceps surale muscle under static load in patients with chronic peripheral circulatory insufficiency
          
    The effect of an increase in an external static load on the shape of wedgelike twins formed in the vicinity of stress concentrators in Bi crystals has been studied.
          
    Static load test and load transfer mechanism study of squeezed branch and plate pile in collapsible loess foundation
          
    The sensing system used in the manufacture could measure strain also in structural tests with static load.
          
    The demonstration was conducted at 80°C in the smart area, and room temperature (RT) in the conventional area using a quasi-static load-unload test method.
          
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    Pusher boat fleet at sea is new typs of transportation form. It can appears at sea with particular features owing to their many properties: low cost flexibility, high efficiency and less crew needed. There are strong wind and huge waves at sea, the key of this transportation method therefore, is the connectings device between pusher boat and barge.Pin-hydraulic pressure automatic connecting device is a excellent ane. It possesses wave resistence and voyageable character and can stand wave knock and ensure to...

    Pusher boat fleet at sea is new typs of transportation form. It can appears at sea with particular features owing to their many properties: low cost flexibility, high efficiency and less crew needed. There are strong wind and huge waves at sea, the key of this transportation method therefore, is the connectings device between pusher boat and barge.Pin-hydraulic pressure automatic connecting device is a excellent ane. It possesses wave resistence and voyageable character and can stand wave knock and ensure to operate safely under a bad condition ot sea. By means of particular hydraulic pressure system and electric control it is possible to accomplish automatic connecting and unconnecting rapidly fleet encountring certain strong wind and huge waves, In addition it is possible to keep the relative position of two boats (that is pusher boat and barge).In this paper a projective diagrammatic method is used to have solved the problem on parameters and stresses of the structure of this connecting system, simply and accuratey. Tests on "strength of static loading" and "performance of conneeting action", through boat- moded have proved that the height of waves this system stands is 4~5m, this device can be connected under the height of 1- 1.5m waves and the connecting time needed is about 30 seconds.

    海上顶推是一种新型的运输方式,由于它具有造价低、机动性强、效率高和船员少等特点,所以它以独特的面貌出现于海上。海上最大的特点就是风浪较大,故海上顶推技术关键就是推轮和驳船之间的联接装置。插销式液压自动联接装置是一种优越的联接型式。它具有优良的耐波性及适航性,在恶劣的海况下,可以经得起海浪的袭击,保证对船队安全操址。通过特殊的液压系统和电气控制,保证船队在一定的风浪中,能够迅速实现自动的联接和解脱,而且可以保持两船的相对位置。本文用投影图解法,简单准确地解决了联接装置的结构参数及应力问题。通过船模试验,进行了“静载强度”及联接动作性能试验证明,本联接装置耐波高度可达4~6米,联接波高1~1.5米,联接时间30秒左右。

    On the basis of study on the dynamic responses of the column structure of the ship lift tower of the Three Gorge Project with vibration model test and finite element computation, this paper gives the natural vibration characteristics, displacement curve, earthquake inertia force and distribution of dynamic stresses under different conditions of the column structure of ship lift tower. Through superposition with stresses obtained under static loads, the stress distribution under dynamic and static...

    On the basis of study on the dynamic responses of the column structure of the ship lift tower of the Three Gorge Project with vibration model test and finite element computation, this paper gives the natural vibration characteristics, displacement curve, earthquake inertia force and distribution of dynamic stresses under different conditions of the column structure of ship lift tower. Through superposition with stresses obtained under static loads, the stress distribution under dynamic and static forces is obtained. The results of model tests and computation are compared and show good agreement. Vibration characteristics of the ship lift hanging system are also analysed. As a result of analysis suggestions for modification of the tower column structure have been offered

    本文通过对三峡升船机塔柱结构的振动模型试验和理论计算,给出了塔柱结构在不同工作状态下的自振特性、变位曲线、地震惯性力、动应力分布、并与静荷作用下的应力叠加,得到动静力作用下的应力分布。模型试验与理论分析进行了对比,结果颇为一致。对船厢悬挂体系的抗震性能作了分析。分析成果对塔柱结构的设计提出了修改建议。

    This paper briefly describes the items enumerated in a bridge condition sur-vey and proposes four methods for evaluating bearing capacity of an existingtwo-way curved arch bridge superstructure,i.e.evaluation based on defects of the bridge,evaluation based on the thickness of the main arch ring,evaluationbased on analysis and calculation and evaluation based on static loading test.The first two methods are suitable for preliminary survey,the analysis andcalculation method is recommended for general use...

    This paper briefly describes the items enumerated in a bridge condition sur-vey and proposes four methods for evaluating bearing capacity of an existingtwo-way curved arch bridge superstructure,i.e.evaluation based on defects of the bridge,evaluation based on the thickness of the main arch ring,evaluationbased on analysis and calculation and evaluation based on static loading test.The first two methods are suitable for preliminary survey,the analysis andcalculation method is recommended for general use while the static loading testmethod is used if necessary.

    本文简述了桥梁调查的内容,论述了双曲拱桥上部结构的四种评定方法,即按缺陷进行评定、按主拱圈截面总高度进行评定、用分析计算进行评定以及荷载试验进行评定。前两种方法适用于初步评定,推荐采用分析计算评定,必要时用荷载试验评定。本文介绍的评定方法可应用于现有双曲拱桥的评定。

     
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