CAP1400核岛结构缩尺模型对地震反应影响分析     

李小军  韩杰  王晓辉  贺秋梅 《震灾防御技术》2017,12(2):241-253

针对核电厂CAP1400核岛结构地震反应问题,构建了核岛屏蔽厂房和辅助厂房整体结构的3个分析模型:原型和1/16、1/40缩尺模型,并在AP000谱和RG1.60谱地震动输入下进行了有限元模拟对比分析,探讨了振动台试验模型缩尺处理的合理性和精确性。研究表明,基于缩尺模型得到的结构自振频率相对于原型结构模型有所降低,降低幅度在8.5%以内;结构模型的缩尺对结构反应峰值加速度和高频（大于3Hz）加速度反应谱的影响较为显著,但对较低频（小于3Hz）的加速度反应谱影响较小;模型缩尺对结构不同方向反应的影响中,刚度越大的方向其影响越大。进一步将结构模型数值模拟结果与1/16缩尺模型的振动台试验结果进行了比较分析,试验给出的结构自振频率远低于模型数值模拟结果,但原型和1/16缩尺模型数值模拟得到的结构反应均与试验结果较为接近。基于模型数值模拟和振动台试验研究,认为对于缩尺比1/16或更大的模型可以忽略模型的缩尺效应。  相似文献   

近场强震动记录基线校正方法的振动台实验研究     

卢滔  胡国瑞  何福  郭迅  霍敬妍 《震灾防御技术》2017,12(3):625-634

为了获取近场永久位移,通常采用基线校正方法,对近场加速度记录进行基线校正并积分得到永久位移值,但这一结果主观性较强,其可靠性也往往缺乏验证。为了解决这一问题,本文提出了一种能产生包含永久位移振动过程的振动台实验方案,采用振动台加滑动机构的方法,模拟记录到永久位移台站测点的真实振动情况;在实验中分别采用加速度计、摄影测量方法分别直接得到加速度和位移时程,对加速度时程进行基线校正并积分得到位移时程,将其与直接获得的位移时程进行对比,以验证采用基线校正方法的有效性。实验结果表明,在实验室条件下采用现有的基线校正方法校正后,通过积分能得到可以接受的位移时程。  相似文献   

旅游业发展产业协同与荷兰病效应研究——基于胡焕庸线的思考     

刘长生  董瑞甜  简玉峰 《地理科学》2020,40(12):2073-2084

基于新古典经济增长理论，构建旅游业发展的产业结构效应理论分析模型，建立旅游业发展产业协同与荷兰病效应的评价指标，利用Theil指数及嵌套分解分析其时空差异的演变格局。以“胡焕庸线”为地理区域边界、以优秀旅游城市为关键节点，基于2000—2017年中国60个优秀旅游城市的面板数据进行实证分析显示：旅游业发展对第一、二、三产业的产业协同与荷兰病效应同时显著存在，总体上分别表现为荷兰病效应、较差的产业协同效应、较强的产业协同效应；时空演变的总体差异显著，呈现出“平稳递增?快速递减?平稳递减”的变化规律；旅游业快速发展的产业结构效应空间差异显著，不能有效突破“胡焕庸线”锁定的旅游经济地理格局。  相似文献   

Numerical simulation of irregular section underground structure shaking table test model     

《地震研究进展（英文）》2022,2(4):100168

Based on the the large shaking table test results on irregular section subway station structure in soft soil, an overall time-history numerical simulation is conducted to study the nonlinear dynamic interaction of the soil-irregular underground structure. Typical test results, including the acceleration of the soil, acceleration, and deformation of the structure, were analyzed. Satisfactory consistency between the simulation and test results is verified, and the difference between these results was discussed in detail. The maximum inter-story drift ratio was approximately 1/472 under input PGA ​= ​0.54 g. The strain responses of columns were significantly larger than those of the side walls and slabs. The components in the lower layers of the irregular subway station structure, particularly in the central columns, underwent cumulative damage. The research results could provide a simplified analysis method to quantitatively evaluate the damage of irregular underground structures in soft soil.  相似文献   

Effect of lithology and structure on seismic response of steep slope in a shaking table test   总被引：4，自引：2，他引：2  

LIU Han-xiang  XU Qiang  LI Yan-rong 《山地科学学报》2014,11(2):371-383

Studies on landslides by the 2008 Wenchuan earthquake showed that topography was of great importance in amplifying the seismic shaking, and among other factors, lithology and slope structure controlled the spatial occurrence of slope failures. The present study carried out experiments on four rock slopes with steep angle of 60° by means of a shaking table. The recorded Wenchuan earthquake waves were scaled to excite the model slopes. Measurements from accelerometers installed on free surface of the model slope were analyzed, with much effort on timedomain acceleration responses to horizontal components of seismic shaking. It was found that the amplification factor of peak horizontal acceleration, RPHA, was increasing with elevation of each model slope, though the upper and lower halves of the slope exhibited different increasing patterns. As excitation intensity was increased, the drastic deterioration of the inner structure of each slope caused the sudden increase of RPHA in the upper slope part. In addition, the model simulating the soft rock slope produced the larger RPHA than the model simulating the hard rock slope by a maximum factor of 2.6. The layered model slope also produced the larger RPHA than the homogeneous model slope by a maximum factor of 2.7. The upper half of a slope was influenced more seriously by the effect of lithology, while the lower half was influenced more seriously by the effect of slope structure.  相似文献   

基于陈列柜边界条件的馆藏文物地震滑移响应试验          下载免费PDF全文

周乾  闫维明  纪金豹 《地震工程学报》2013,35(2):220-225

为保护馆藏浮放文物,采用振动台试验方法研究了地震作用下基于不同陈列柜边界条件下的文物滑移响应.根据展柜原型制作了1∶1比例模型,分别考虑陈列柜底部浮放及固定于振动台面,进行了振动台试验.通过白噪声激励获得了两种边界条件下陈列柜的基频;通过对模型分别输入不同类型及不同强度的地震波,研究了地震作用下陈列柜及文物的震害形式,对比分析了两种边界条件下典型节点位移、加速度响应及动力放大系数.结果表明:无论陈列柜处于固定还是浮放状态,其基频远大于地震波卓越频率,因此震害较轻;对浮放文物而言,当地震波强度较小时,不同条件下文物的滑移响应为陈列柜浮放＞陈列柜固定条件;当地震波强度较大时,由于陈列柜与振动台面的摩擦减震作用,文物的滑移响应为陈列柜浮放＜陈列柜固定条件.为减小文物的滑移响应,陈列柜宜以浮放形式为主,并保持适当的间距.  相似文献   

强震条件下双面坡变形破坏机理的振动台物理模拟试验研究     

肖锐铧  许强  冯文凯  陈建君  左雅娅 《工程地质学报》2010,18(6):837-843

5.12汶川地震引发了数以万计的崩塌、滑坡、泥石流等地质灾害。为了研究双面坡在强震条件下的动力响应规律,本文在大量野外调查的基础上,采用振动台物理模拟试验手段,设计完成了四类11个模型试验,从改变模型的坡度和坡顶宽度、软岩硬岩结合、阶梯状坡形等角度,较系统地研究了双面坡在强震作用下的响应规律。试验结果显示:强震条件下地震水平惯性力是导致边坡破坏的主要原因;在地震情况下边坡变形破坏表现出明显的初动破坏效应;振动过程中双坡具有明显的共剪效应,坡面为阶梯状时其共剪效应更明显;坡体结构为上软下硬时下部硬岩对振动具有一定的放大效应,上硬下软时坡体易整体偏移产生变形破坏。试验结论与实际情况基本符合。  相似文献   

中华绒螯蟹颤抖病组织病理学研究   总被引：5，自引：1，他引：5  

方敏  金卫中  宋林生  杨东慧  崔朝霞  蔡中华 《海洋与湖沼》2003,34(3):322-328

采用常规石蜡切片技术、以正常样品作对照,对患颤抖病的中华绒整蟹不同组织进行病理学观察,旨在为颤抖病病原的确定及诊断等提供参考,同时期望加深对河蟹发病机制及死亡过程的认识。结果表明,患病河蟹的鳃、心脏、肝胰腺、腹节神经等组织器官发生了不同程度的病变,其病理特征主要表现为：细胞浊肿、变性、坏死,某些细胞的细胞核固缩、碎裂或崩解;结合前人的研究,推测鳃、心脏、肝胰腺、腹节神经是病原体感染河蟹的主要靶组织器官;河蟹具有重要生理功能的鳃、心脏、肝胰腺组织发生了严重病变,使其功能遭到破坏,这可能是导致河蟹发病死亡的病理学基础。  相似文献   

卵形鲳大规模死亡的病原及其防治   总被引：11，自引：0，他引：11  

周永灿  朱传华  张本  苏永全 《海洋科学》2001,25(4):40-43

报道了海南海水网箱养殖卵形鲳大规模死亡的病原及其防治方法。对典型患病个体进行病原分离并经回归感染实验表明 ,引起该病的病原为嗜麦芽假单胞菌。该病原菌对青霉素类药物和呋喃类药物均高度敏感 ,在生产中应用这些药物对该病进行防治效果良好。  相似文献   

Interactive spatiotemporal modelling of health systems: the SEKS–GUI framework     

Hwa-Lung Yu  Alexander Kolovos  George Christakos  Jiu-Chiuan Chen  Steve Warmerdam  Boris Dev 《Stochastic Environmental Research and Risk Assessment (SERRA)》2007,21(5):647-572

This paper describes the spatiotemporal epistematics knowledge synthesis and graphical user interface (SEKS–GUI) framework and its application in medical geography problems. Based on sound theoretical reasoning, the interactive software library of SEKS–GUI explores heterogeneous (spatially non-homogeneous and temporally non-stationary) health attribute distributions (disease incidence, mortality, human exposure, epidemic propagation etc.); expresses the health system’s dependence structure using (ordinary and generalized) spatiotemporal covariance models; synthesizes core knowledge bases, empirical evidence and multi-sourced system uncertainty; and generates a meaningful picture of the real-world system using space–time dependent probability functions and associated maps of health attributes. The implementation stages of the SEKS–GUI library are described in considerable detail using appropriate screens. The wide applicability of SEKS–GUI is demonstrated by reviewing a selection of real-world case studies. An erratum to this article can be found at  相似文献