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往复加载
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  reversed cyclic loading
     Test results of three steel beam-reinforced concrete column subassemblies under reversed cyclic loading are introduced.
     介绍了三个钢梁-钢筋混凝土柱连接节点在梁端往复加载的试验。
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  “往复加载”译为未确定词的双语例句
     In this paper, 6 specimens, 4 with a span-depth ratio of 1.5 and 2 with aspan-depth ratio of 2.5, were tested under cyclic loads.
     论文完成了跨高比为1.5的4个试件与跨高比为2.5的2个试件共6个试件的模拟地震往复加载试验。
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     In order to study the seismic behaviors and the design method of trussed steel reinforced concrete column , 5 open-web trussed steel reinforced concrete columns and 2 reinforced concrete columns be tested to failure under cyclic-loading.
     为了研究空腹桁架式钢骨型钢混凝土框架柱的抗震性能和抗震设计方法,对5根空腹桁架式型钢混凝土框架柱和2根普通钢筋混凝土框架柱进行往复加载对比试验。
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     3、Based on the determinated stress-strain relationships of steel and concrete after high temperature under monotonic and cyclic conditions, as well as stress-strain relationship of FRP, the moment(M)-curvature(φ) curves and load(P)-deflection(?)
     (3)在确定常温下及高温后钢材和混凝土在单调加载及往复加载情况下的应力-应变关系、FRP应力-应变关系模型的基础上,采用数值方法对FRP加固火灾后钢管混凝土柱的M-φ和P-?
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     In the test, three specimens with different high strength friction grip bolts or different connecting plates were tested under cyclic loading.
     试验中对采用不同规格高强螺栓或不同厚度连接板的三个节点试件进行了低周往复加载,根据试验结果初步分析了这种连接节点的破坏机理;
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     The wall shear strength by cyclic loading is lower 10% than that of static loading.
     相同尺寸、构造的墙体抗剪试件,进行往复加载试验时得到的抗剪强度比进行单调加载试验得到的结果低10%左右;
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  相似匹配句对
     Influence of High Temperature on Bond Strength of High-strength Concrete Subjected to Reversed Cyclic Load
     高温对高强混凝土往复加载粘结性能的影响
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     Cyclic lateral loading test on a sub-structure model of the National Swimming Center
     国家游泳中心子结构模型往复水平加载试验
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     Introduce the load settings.
     介绍了加载装置。
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     A New Method for Load Test of Pumping Units
     抽油机加载型式试验方法
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     Development and Applicateon of Reciprocation Seals
     往复密封的发展和应用
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  reversed cyclic loading
Also, the mechanical characteristics of these connections subjected to low-reversed cyclic loading are investigated through comparison of experimental results from three semi-rigid connections and two rigid connections.
      
The behaviour of the two specimens under reversed cyclic loading, their load-storey drift envelope relationship and energy dissipation ability were compared.
      
Statistical volume elements (SVEs) with random-periodic boundary conditions are simulated under fully reversed cyclic loading at 650°C.
      
Test results for four prestressed concrete beam-column connections subjected to reversed cyclic loading are reported.
      
Pull-out tests of steel-encased specimens subjected to reversed cyclic loading
      
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In the steel structures for factory building in China, there are two constructions of steel columnbase in revealing mode. The results of the test and research work about twelve column bases undercyclic horizontal load is illustrated in this paper. Twelve groups of M -θ and P-δ hysteresis curues areobtained. The formulas of capacity of moment and shear resistance as well as the formula of elasticflexural rigidity are presented.

本文对我国工业厂房钢结构中常用的露出型柱脚,分两种构造三种规格,在水平力往复加载下进行了12榀试件试验,得出了抗弯的M-θ滞回曲线和抗剪的P-δ滞回曲线,提出了露出型钢柱脚的抗弯承载力和抗剪承载力计算公式,同时给出了弹性抗弯刚度计算公式。

Based on the experimental results of 15 specimens (9 under static loading and 6 cyclic) for SRC corners, their failure mode, shear strength and ductility are studied, and a formula for calculating the shear strength of the corners is proposed. The calculated data are compared with the test results, showing fairly good agreement between them.

本文根据对15个劲性钢筋混凝土顶层边节点试件的试验结果(其中6个为低周往复加载),探讨了其破坏模式,传力机理及抗剪强度和延性,提出了一个与试验结果符合较好的抗剪强度计算公式。

In this paper the exsistence of Kaiser- and Felicity-effects and their relation-ship are studied by experiments on concrete specimens under cycle loading condition.Not only the exsistence of the upper stress limit of Kaiser effect is proved , but also that of the lower stress limit is detected .The upper stress limit is determined by the failure process and the lower limit is determined by internal structure of concrete material.

本文通过试验,证明了混凝土材料在往复加载过程中声发射过程凯塞效应和弗勒斯特效应的存在性.并对凯塞效应同弗勒斯特比的关系进行了详细研究.结果发现,混凝土材料在往复加载过程中其凯塞效应不仅具有应力上限,而且具有应力下限.应力上限是由混凝土材料的破坏机制决定的,而应力下限则决定于混凝土材料本身的结构特性.

 
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