2000年4月6日磁暴期间磁扰变化在低纬子午链的纬度效应   总被引：1，自引：0，他引：1       下载免费PDF全文

杨少峰  杜爱民  高玉芬  韩德胜 《地球物理学报》2002,45(4):461-469

利用低纬地磁子午链上H和D分量的分均值数据 ,分析了 2 0 0 0年 4月 6日磁暴期间磁扰变化的纬度效应 .主要特点是 :(1 )急始期间H分量急始跃变幅随磁纬降低而减小 ,且急始变幅的下降率随磁纬降低而逐渐增大 ;(2 )初相期间H分量第 2峰值的变幅和初相持续时间随磁纬降低而减小 ;(3)主相期间H分量迅速减小 ,并随纬度降低最大变幅明显增加 ;(4)恢复相H分量呈两阶段上升趋势 ,前一阶段迅速上升 ,后一阶段上升速度明显减小 .最后对这些磁扰变化的纬度效应与空间电流体系的密切关系作了讨论 .  相似文献   

Seismic evaluation of existing nuclear facility using ambient vibration test to characterize dynamic behavior of the structure and microtremor measurements to characterize the soil: a case study   总被引：1，自引：0，他引：1  

Ph. Volant  N. Orbovic  F. Dunand 《Soil Dynamics and Earthquake Engineering》2002,22(9-12):1159-1167

The methods used for a building seismic hazard evaluation are presented with the associated results. The goals of the study are (1) to check the soil nature and the existence or not of a possible site effect around the installation and (2) to characterize the dynamic behavior of the building using ambient vibration records.

The results of the soil study with the Nakamura method are very difficult to interpret because they are not stable in space and time. The spectral ratios method has been used with regional earthquake records. The results of the application of this method allowed us to conclude that the installation was free of site effect.

The ambient vibration measurements on the building brought the conclusion to determine the first and second modes of the structure. These results have been used to calibrate numerical model. The modal shapes in plan (high roof) and in elevation (main column) have been evaluated. The damping of the building has been computed using ambient vibration records.  相似文献   

Bedrock structure in Adapazari, Turkey—a possible cause of severe damage by the 1999 Kociaeli earthquake     

Masao Komazawa  Hitoshi Morikawa  Kajuro Nakamura  Junpei Akamatsu  Keiichi Nishimura  Sumio Sawada  Ayfer Erken  Akin Onalp 《Soil Dynamics and Earthquake Engineering》2002,22(9-12):829-836

The 1999 Kocaeli earthquake brought serious damage to downtown of Adapazari. To study why strong motions were generated at the town, a bedrock structure was investigated on the basis of Bouguer gravity anomaly, and SPAC and H/V analyses of microseisms. It was revealed that, the basin consists of three narrow depressions of bedrock with very steep edges, extending in E–W or NE–SW directions along the North Anatolia faults, and the depth to bedrock reaches 1000 m or more. Downtown of Adapazari is located 1–2 km apart from the basin-edge. It is considered that, the specific configuration of bedrock amplifies ground motions at the downtown area by focusing of seismic waves and/or interference between incident S-waves and surface-waves secondarily generated at the basin-edge. Studying 3D bedrock structure is an urgent issue for microzoning an urban area in a sedimentary basin.  相似文献   

水对断层摩擦滑动稳定性的影响   总被引：2，自引：0，他引：2       下载免费PDF全文

黄建国  张流 《地震地质》2002,24(3):387-399

在不同含水条件下研究了光面、含脆性物质夹层和含延性物质夹层 3类断层的摩擦滑动行为 ,认为水对断层滑动稳定性和摩擦滑动的速度依赖性有重要影响。建立了含有岩性、围压 (深度 )和含水量 3因素的断层活动稳定性的模式 ,认为脆性断层更多地表现为速度弱化 ,少量水的存在易于出现黏滑 ,高孔隙压时会表现为稳滑 ;半脆性或半延性的断层在少量水或较低孔隙压的情况下会表现出速度弱化 ,也就可能出现黏滑 ,但孔隙压较高后 ,会表现出速度强化 ,滑动也就会是稳定的 ;延性断层多为速度强化 ,不出现黏滑。提出水的进入降低了系统的稳定性 ,水的存在增加了系统的稳定性。这是考虑水或一般流体对岩体或断层活动稳定性影响时需要考虑的两个方面  相似文献   

考虑轴向变形、双轴弯曲耦合效应的钢筋混凝土柱的弹塑性分析   总被引：6，自引：2，他引：6  

姬守中  江欢成 《地震工程与工程振动》2002,22(4):74-80

在实际地震作用下，高层，特别是高宽比较大的高层结构中，由于倾覆力矩的作用、柱子、特别是外边柱所受轴力的变化将不可忽略。轴向变形与双轴弯曲的耦合作用，将是柱子塑性变形的显著特征。基于材料本构关系的“纤维模型”，能较精确地反映轴向变形，双轴弯曲三者之间的耦合作用。一组钢筋混凝土柱子双轴压弯的计算结果与试验结果的比较，证明了“纤维模型”的有效性和精确性。  相似文献   

Surface vibration due to a sequence of high speed moving harmonic rectangular loads     

G. Lefeuve-Mesgouez  A. T. Peplow  D. Le Houdec 《Soil Dynamics and Earthquake Engineering》2002,22(6):692

The transmission of vibrations over the surface of the ground, due to high-speed moving, vertical harmonic rectangular loads, is investigated theoretically. The problem is three-dimensional and the interior of the ground is modelled as an elastic half-space or a multilayered ground. The transformed solutions are obtained using the Fourier transform on the space variable. A new damping model in the spatial wavenumber domain, presented in Lefeuve-Mesgouez et al. [J. Sound. Vibr. 231 (2000) 1289] is used. Numerical results for the displacements on the surface are presented for loads moving with speeds up to and beyond the Rayleigh wave speed of the half-space.  相似文献   

昆仑山口西8.1级地震的远程地下水动力学效应   总被引：3，自引：2，他引：3  

王道 《内陆地震》2002,16(3):213-223

对新疆北天山地区地下流体的动态观测资料进行分析 ,发现在 2 0 0 1年 11月 14日昆仑山口西 8.1级地震的震时和震后 ,多井水位、水温、流量出现大量异常变化 ,其特征主要表现为地震波的同震振动效应和震后阶跃变化。其中乌鲁木齐 10号井的地震波效应双振幅最大 ,为 185 mm,持续时间达 2个小时 ;0 4井水位阶跃上升幅度较大 ,为 0 .12 5 m,且具有不可逆特征。另外 ,对比了新疆及邻区 7级以上地震北天山地下水的震后效应 ,讨论了地下水远程效应与井震距离的关系以及阶跃异常的幅度等问题  相似文献   

PRELIMINARY NUMERICAL STUDY OF TOPOGRAPHIC EFFECTS OF THE TIBETAN PLATEAU ON SURFACE DIRECT RADIATION   总被引：3，自引：0，他引：3  

张正秋  周秀骥  李维亮 《Acta Meteorologica Sinica》2002,(1)

To improve the simulating ability of a model,this paper presents a scheme of calculatingdirect radiation at land surface with topography in the model.A numerical study is conducted forthe topographic effects of the Tibetan Plateau on the direct radiation using NCEP terrain data.Results show that,after taking account into the topographic radiation effect,the regional averageof the radiation over the Plateau obviously increases in the local early morning and late afternoon,but changes less around noon.The effect is stronger in winter than that in summer.Andheterogeneous topography has also affected the distribution of the radiation in this area.A simplenumerical experiment shows that considering the effect will lead ground temperature to increase onthe slope having more sunshine,and vice versa.  相似文献   

云南松根系对土壤牵引效应测试系统的设计与实现   总被引：2，自引：1，他引：2  

刘跃明  张云伟  周跃 《山地学报》2002,20(4):476-479

目前在野外对云南松根系与土壤的机械效庆的研究，由于测试研究受多种因数的影响，开展研究困难较大，研究精度也受到一定程度的影响，这对较深入的描述根系与土壤相互作用的机械效应带来一定的困难。本文基于这一实际，设计了能在室内和野外进行实时测试分析的测试系统，并配套了支持PCMCIA插槽的DAQP－12型模数转换（A／D）卡，以及直流电供电的QT－300型调理装置。结合所配套的硬件，利用Visual C在Windows95/98平台编写了软件，经过实际试验测试，系统各项性能能够满足云南松根系对土壤的机械效应研究的测试分析要求。  相似文献   

山岳型旅游区人文建筑环境后效与调控模型   总被引：4，自引：1，他引：4  

全华 《山地学报》2002,20(6):706-711

许多山岳型旅游区内或其流域上游，都建有人文建筑，而且在急剧增多，导致自然环境日趋恶化，其中乱建疗养院和旅馆的影响最为严重。通过地监测并全面分析张家界环境演变趋势，发现住宿施对环境的影响，比其他游乐设施更为明显。张家界国家森林公园生态环境的脆弱因子是金鞭溪水质。金鞭溪水质恶化主要表现为蓝藻，绿藻迅速繁殖，感官质量下降。主要原因是磷污染较重，总磷年均值100%超标。本文提出了基于环境脆弱因子的动态阈值调控模型，通过计算得出：在不超出张家界景区最为脆弱的环境因子-金鞭溪水质标准：总磷≤0.02前提下，金鞭溪上游接待区住宿设施生态阈值的动态系列：春季临界床位数为1186，夏季为3057，冬季为545，秋季为333。目前的建筑规模已超过了金鞭溪上游接待区住宿设施生态阈值。  相似文献