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Examinations of steady status and analysis of dynamic experiments have been conducted on Band-Tube evaporator and Parallel-Flow condenser using R134a refrigerant. The steady examination show that the model error was under the allowable error, The inlet mass and enthalpy disturb experiments indicate that the subsection model ,be good at reflecting the change of parameters of the heat exchanger, accord with the basic principle of thermodynamics theory and the actual work status.

在进行仿真试验时,以使用R134a作制冷剂的管带式蒸发器和平行流式冷凝器为对象,完成了稳态仿真计算、试验和动态仿真分析,稳态计算结果和试验数据对比表明,其误差在允许范围内;进口质量和焓值的扰动试验结果表明:本文所建的区段式换热器仿真模型,能很好的反映换热器性能参数的动态变化,与系统热动力学理论和冷凝器、蒸发器的实际工作过程基本一致。

In connection with the application of concrete-filled steel tubular column in the engineering practice in this country at present,a new fashioned connection in framed structure of concrete-filled square steel tubular column with reinforced concrete beam was proposed,being a connection of concrete beam with non-through hidden steel corbel steel tubular column filled with concrete.

结合我国现行钢管混凝土柱在实际工程中的应用状况,提出了用于方钢管混凝土柱-钢筋混凝土梁框架结构的新型连接节点形式非穿心暗钢牛腿方钢管混凝土柱与混凝土梁节点,采用了X型加载试验方案,制作了1∶3的试验模型,进行了低周反复荷载作用下的试验研究,得到了相关的钢筋应力应变发展规律和相应的滞回曲线,通过对试验结果节点破坏的机理分析,提出了进一步的改进措施。

To correct this problem of shear test, we improved the equipment of lab large-scale shear test and developed an especially new one which overcome the disadvantages of normal equipment, make the result more accuracy and can do more analyze about the shear surface, dilatability of the mixture only through shear test.

本研究对室内大型直剪试验进行了改进,研发了新型的土石混合料室内大型直剪试验系统,克服了常规直剪仪存在的主要问题,还可以进行剪胀率、剪切面起伏特征、剪切面分形等研究,使得试验结果更精确、可靠,试验分析更完善。

Exhaust purity box is experimented in the way of upright meathed times are less for the multielement and multilevets ,the impact degree on the exhaust purity box canbe got from the experiment data analysis of various elements ,be offered to further the improvement of the exhaust purity box .

利用正交设计试验方法对净化消声器进行试验,在较少的试验次数下进行了多因素多水平的试验,从试验数据的分析中可看出各因素对净化消声器各性能的影响程度,为进一步提高净化消声器的性能提供了参考依据。

By comparing results of calculation with results of experimentation, we studies existent programs and resolvents when use various software to calculate mega-frame structures. Methods of how to found the simplified staff element model of various mega-frame structures have been studied by the numbers.

采用不同软件,对振动台试验模型进行弹性阶段静力和动力分析,通过计算结果与试验结果的对比分析,研究了不同计算软件在进行巨型框架结构分析时存在的问题及其解决方法。

It was found that electrical field strength and potential around the the sample changed less in the fully insulated chamber than in conducting material phytotron, so it is closer the real condition. Based on the design, the first fully insulated large artificial climate chamber in China, in which temperature , humidity, and atmospheric pressure can be regulated, has been built in our laboratory. The paper developed an insulation parameters automatic test system of high voltage capacitive equipment based on LabVIEW. In the chamber, On-line tanδmeasurements of the capacitive transformer bushings were completed. The effects of environmental factors on tanδwere analyzed, and the curves between the tanδand the environment parameters were acquired. Then, a grey relational model to analyze the effects of main environmental factors on tanδwas built, and the grey relational grade between them was gained in this paper.

完成的主要工作和取得的主要研究成果如下:提出了全绝缘型人工气候室设计方案,计算分析了气候室内悬挂绝缘子和套管时的空间电场分布情况,并和金属材质气候室相比较,论证了该方案的优越性,据此方案研制的全绝缘人工气候室可调节温度、湿度和压力等参数,满足了人工气候试验的要求;开发了基于虚拟仪器技术的高压电容型设备绝缘特性自动测试系统,完成了人工气候室内变压器套管tanδ的在线测量试验,以此为基础分析了环境因素对电容型设备tanδ的影响情况,获得了tanδ与环境参数的关系曲线,建立了环境因素对tanδ影响的灰关联分析模型,得到了主要环境参数与电容型设备tanδ的灰关联度。

Finally, It is studied of the shear mechanism of FRP reinforced RC beams, two failure models are analyzed concerning FRP shear-strengthened of RC beams, that are FRP snap and FRP peelings, the main reasons that affecting shear loading of FRP reinforced RC beams arc analyzed and their effects are analyzed. Through assaying, shear capacity of FRP reinforced RC beam is obtained by simply interference, formula of calculation is put forward, and it is shown that the results agree well with available test results.

最后研究了FRP加固钢筋混凝土梁受剪性能,分析了受剪破坏的两种模式,即FRP拉断和FRP剥离破坏模式;分析了影响FRP加固钢筋混凝土梁受剪承载力的主要因素及其影响情况;通过分析用简单的叠加方式来计算FRP加固钢筋混凝土梁抗剪承载力,提出了计算表达式,并且与收集的试验数据进行了比较,结果与试验结果吻合良好。

The time-history analysis was also completed for the high-rise building with box transfer storey, the results of the shaking table test were in good agreement with the computational results.

在试验研究的基础上,采用有限元分析程序对原型结构进行抗震分析,理论分析与试验结果吻合较好。

To reveal the complicated stress state of masonry structure in project and the effect of normal stress on shearing behavior,failure form and shearing strength,the shearing strength was obtained through experiments on 54 pieces of minitype sand-lime autoclaved aerated concrete masonry subjected to different normal stress.

为了解砌体结构在实际工程中所处的剪压复合的复杂受力状态,作用在砌体上的正应力对砌体的抗剪性能、砌体的剪切破坏形态及其对砌体抗剪强度的影响,对54个小型灰砂蒸压加气混凝土砌体进行静力抗剪试验,通过施加不同的正应力得到相应的抗剪强度;分析其破坏机理,归纳得出剪摩、剪压、斜压等破坏形态,并与砖砌体的破坏形态进行比较;根据试验结果回归分析得到灰砂蒸压加气混凝土砌体的静力剪压相关性曲线,与砖砌体的剪压相关性曲线进行对比分析,得到两者的异同;在静力剪压相关性曲线的基础上,依据变摩擦系数的剪摩理论,提出灰砂蒸压加气混凝土砌体静力抗剪强度的建议公式,并对摩擦系数进行了简化

And has done the tired life test of the hypoid gear. As the samples of the test data of gear life test is very few, the author has made the error model of tes tinghypotheses when using k-s method, the auther presented a testing hypotheses method which can make use of the information of the samples and reduce the error of probability Calculation. It is Called"the improved K-s method". The author has used this method to deal witch the life test datas and the result is identical with the result of the theoretical calculation.

为对锥齿轮进行疲劳寿命试验,结合其它科研项目,研制了多功能数控齿轮传动试验台,并在该试验台上以SC110锥齿轮为试件进行了疲劳寿命试验,针对齿轮寿命试验数据一般样本很少的情况,建立了用K—S法进行分布律假设检验的误差模型,并提出了一种能充分利用样本信息,大大提高检验精度的小样本分布假设检验的新方法——改进的K—S法,并用该法对寿命试验数据进行了处理,得到了与理论分析计算一致的结论。

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