共查询到19条相似文献,搜索用时 203 毫秒
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采用核电厂核岛厂房-地基相互作用高性能大规模计算方法,建立了同时考虑钢制安全壳、附属厂房、桩基础以及覆盖层地基的第三代核电厂整体精细化模型,结合了考虑覆盖层非线性效应的粘弹性边界的地震波动输入方法,开展了地基模型尺寸、桩基单元类型、桩-土接触效应等对核岛厂房地震动力响应影响的研究,建议了地基尺寸的合适范围。结果表明:桩基处理方案与覆盖层地基结果相比,厂房水平方向楼层反应谱峰值频率向高频方向发生较大偏移;采用实体单元模拟的桩基能更准确地反应楼层反应谱(FRS)的规律;桩-土接触面对厂房楼层谱影响不大,却对桩基自身的应力分布有着显著改变。 相似文献
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利用人工地震波生成算法,探讨考虑土壤-结构相互作用的核电厂电气厂房地震响应动力分析模型和计算方法。通过比较楼层反应谱,研究岩土材料参数和载荷的不确定性对结构响应的影响。结果表明:岩土材料参数对核电厂电气厂房地震响应的影响更大,单一岩土材料参数下计算得到的拓宽后的楼层反应谱不能完全包络参数变化带来的地震响应差别。即使最终的反应谱大于或等于各种不同岩土参数下的楼层反应谱,仍有必要对不同岩土参数下的楼层反应谱做包络。 相似文献
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土壤-结构相互作用(SSI)会影响核电厂厂房的地震响应。本文充分考虑SSI效应的影响,对10 MW高温气冷堆(HTR-10)厂房在三向地震载荷下的响应进行了分析。建立了土壤-结构耦合有限元模型,通过构造人工边界实现对地震波在无限域内传播过程的模拟,并对模型的准确性进行了验证。利用该模型计算了HTR-10厂房的地震响应,并对不同楼层的反应谱计算结果进行了分析。对于水平向反应谱,各楼层的反应谱谱型类似,SSI影响规律基本一致。在竖直方向上,结构的响应特点与楼板自身的竖向频率特性有明显关系,不同楼板的响应差别较大。一般情况下,SSI效应对竖向响应有抑制作用,且随着楼层增加更为明显。当楼板与土壤的固有频率接近时,竖向响应与其他楼层相比会有显著放大。 相似文献
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目前国内对核电厂核岛厂房间距的分析研究比较少,该研究对核电厂总平面布置具有非常重要的影响,不仅可以节约厂区用地还可以缩短室外管线及廊道的长度,尤其对基岩面有限的厂址,具有非常重要的经济意义。本文以某核电工程为例,采用理论联系实际的方法,对核电厂核岛厂房间距进行分析研究,得出核岛厂房间距的合理取值及注意事项,为优化核电厂总平面布置提供一定的参考。 相似文献
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根据18-5临界装置某机柜抗震试验分析的要求,利用ANSYS大型通用有限元程序,建立临界装置厂房结构的有限元模型。在其地基处输入给定的位移时程,对结构进行动力分析,计算得到厂房结构中机柜位置处的位移时程、加速度时程等力学量。用该关键位置处的加速度时程计算其相应的加速度响应谱,分别给出了运行基准地震(OBE)和安全停堆地震(SSE)作用下该厂房标高3.50 m主控制室位置处阻尼比为2%、4%、5%和7%的楼层响应谱。 相似文献
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A stochastic model is presented for predicting the elastic response of light multi-degree-of-freedom secondary systems to strong motion earthquakes. Secondary systems may include light mechanical or electrical equipment, piping, or other light systems attached at one or several points to walls or floors of the supporting or primary structures. The critical functions of these secondary systems in nuclear power plants make the accurate prediction of their maximum responses important. The response of such secondary structures may be obtained by a direct time-history analysis, or more approximately, by the response spectrum method. The time-history solution is, of course, expensive; moreover, there is no single representative earthquake and thus a number of possible earthquake ground motions have to be considered. On the other hand, the response spectrum method applied to secondary systems can lead to unreliable results.Within the framework of the normal mode method, a decoupled stationary random vibration model is developed based on the assumption of Gaussian response process and Poisson barrier crossings. The accuracy of the proposed model is verified by comparing the calculated responses, at the 10 and 50% probability of exceedance level, with the second highest and average of the time-history responses from eight normalized accelerograms. The influence of decoupling, i.e. ignoring the dynamic interaction between the primary and the secondary systems, on the response is examined.The influence of nonstationarity is also evaluated. It is observed that nonstationarity is unimportant for earthquakes of relatively long duration, and that for a given damping most of the error can be accounted for by a simple scaling. It is also shown that one aspect of the proposed method constitutes the basis for some of the approximations in the response spectrum method; however, the proposed method yields results that are consistently more reliable than the response spectrum method. Moreover, results obtained with the proposed method represent maximum response statistics from an ensemble of earthquakes rather than a single earthquake. 相似文献
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O. Kellermann Moderator D. Costes Panelist W.S. Hazelton Panelist W. Keller Panelist R. O'Neil Panelist H.G. Seipel Panelist D. Smidt Panelist W. Vinck Panelist F.J. Witt Panelist 《Nuclear Engineering and Design》1974,28(2):218-238
A stochastic model is presented for predicting the elastic response of light multi-degree-of-freedom secondary systems to strong motion earthquakes. Secondary systems may include light mechanical or electrical equipment, piping, or other light systems attached at one or several points to walls or floors of the supporting or primary structures. The critical functions of these secondary systems in nuclear power plants make the accurate prediction of their maximum responses important. The response of such secondary structures may be obtained by a direct time-history analysis, or more approximately, by the response spectrum method. The time-history solution is, of course, expensive; moreover, there is no single representative earthquake and thus a number of possible earthquake ground motions have to be considered. On the other hand, the response spectrum method applied to secondary systems can lead to unreliable results.Within the framework of the normal mode method, a decoupled stationary random vibration model is developed based on the assumption of Gaussian response process and Poisson barrier crossings. The accuracy of the proposed model is verified by comparing the calculated responses, at the 10 and 50% probability of exceedance level, with the second highest and average of the time-history responses from eight normalized accelerograms. The influence of decoupling, i.e. ignoring the dynamic interaction between the primary and the secondary systems, on the response is examined.The influence of nonstationarity is also evaluated. It is observed that nonstationarity is unimportant for earthquakes of relatively long duration, and that for a given damping most of the error can be accounted for by a simple scaling. It is also shown that one aspect of the proposed method constitutes the basis for some of the approximations in the response spectrum method; however, the proposed method yields results that are consistently more reliable than the response spectrum method. Moreover, results obtained with the proposed method represent maximum response statistics from an ensemble of earthquakes rather than a single earthquake. 相似文献
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隔震技术能有效减小核电厂上部结构的加速度响应,但强地震作用下隔震层位移过大会导致管道断裂。本文基于曲面运动原理及预压弹簧伸缩特性提出了一种负刚度阻尼系统,通过球铰在拱球面曲线运动实现负刚度特性,并在弹簧压缩方向提供黏滞阻尼性能。提出了负刚度系统的理论恢复力模型并进行了力学特性分析,设计了负刚度装置并完成了静力试验,结果显示理论恢复力模型与试验结果的一致性较理想。将核电厂负刚度阻尼隔震结构与核电厂隔震结构进行了地震响应对比分析,比较了不同地震波输入下的地震响应。结果表明负刚度阻尼系统可有效同时减小核电厂上部加速度响应和隔震层位移响应。 相似文献
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本文采用Abrahamson的空间相干性模型,并考虑基础埋置效应,针对硬岩、软土厂址对核电站构筑物开展空间相干性地震反应谱分析,评估其非一致性对于埋置部位的地震响应谱影响情况,并得出对于低频区段地面的空间非一致性影响反应谱程度与埋置面接近;而高频区段地面的空间非一致性影响反应谱程度比埋置面要大的结论。 相似文献
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BC501A液体闪烁体在临近空间高能中子测量中具有重要的应用价值,其光响应和能量分辨率对测量结果影响较大。对中子与BC501A液体闪烁体作用产生的反冲质子的光响应函数以及液闪的能量分辨函数进行了研究。利用5SDH-2串列加速器通过核反应获得单能脉冲中子源,实验获得单能中子的脉冲幅度谱,应用GEANT4等MC软件对实验进行模拟计算得到光响应谱,并与脉冲幅度谱进行拟合得到各能点中子的光输出以及其对应的能量分辨率,应用最小二乘法对中子光响应函数以及能量分辨函数进行了计算,并将计算结果与推荐光响应函数进行了对比分析。结果显示:模拟计算反冲质子能谱与单能中子脉冲幅度谱在末端边沿处拟合效果较好,中子光响应函数与其他文献中的研究结果基本一致。 相似文献
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地层元素测井中常利用LaBr3、BGO等晶体探测器测量γ能谱确定元素和矿物含量,晶体探测器计数效率与能量分辨率等参数是决定能谱质量和元素含量计算精度的关键因素。本文通过对比研究LaBr3和BGO两种晶体探测器的能谱响应特性,利用蒙特卡罗方法建立了不同元素含量与种类的地层模型,模拟研究了两种晶体探测器的γ响应能谱,并利用最小二乘法计算了元素含量。结果表明:当地层矿物模型中元素种类较少时,两种晶体探测器测得的元素含量差异较小;当元素种类较多时,由于能谱中不同元素γ射线重叠及互相干扰,LaBr3晶体探测器测得的元素含量计算精度优于BGO晶体探测器,体现了在复杂地层岩性元素含量测量中,高能量分辨率晶体探测器的探测优势。 相似文献