青海地区S波非弹性衰减Q值、场地响应特征研究

根据地质构造及地震台网分布特征,将青海地区分为柴达木盆地、青海东北部、青海东南部3个区域,运用青海地震台网记录的112条数字地震波形资料,利用Atkinson方法得到3个区域的非弹性衰减Q值随频率的关系,结果表明,柴达木盆地Q值最大,青海东南部Q值最小。采用Moya方法反演得到3个区域24个地震台的场地响应,其中15个台站的场地响应在频率域不平坦,9个台站稳定性相对较好,GOM(格尔木)作为国家基准地震台,具有良好的观测环境,场地响应曲线稳定。     

安徽及近邻区地震烈度衰减特征研究

利用安徽及近邻区地震烈度资料,采用椭圆衰减模型和长轴可转向与近、远场补点方法,通过多元回归方法进行拟合,建立该地区地震烈度衰减关系。该衰减关系用于安徽地震应急指挥技术系统震害快速评估模块,为地震灾害损失快速评估提供基础资料;也可用于安徽地区地震安全性评价、震害预测等防震减灾领域。     

新疆泥火山群地震前兆异常实时监测与预报的研究

基于网络技术的视频监控服务,实现了对新疆北天山地区3个泥火山点的实时监测,可在线实时查看泥火山活动情况,分析预报人员依据泥火山活动图像可开展地震预测研究。新疆艾其沟泥火山网络视频监控服务系统扑捉到了2次6级地震前火山液面明显的宏观异常变化现象,这说明基于宽带网络技术的网络视频监控服务,可实现互联网用户使用客户端远程软件连接服务器,实现在线实时查看泥火山活动情况的监控画面,并依据泥火山群地震观测网,捕捉泥火山群地震前兆异常。     

The influence of water retention curve hysteresis on the stability of unsaturated soil slopes

Hysteresis is a common feature exhibited in hydraulic properties of an unsaturated soil. The movement of wetting front and the hysteresis effect are important factors which impact the shear strength of the unsaturated soil and the mechanics of shallow landslides. These failures are mainly triggered by the deepening of the wetting front accompanied by a decrease in matric suction induced by infiltration. This research establishes a method for determining a stability analysis of unsaturated infinite soil slopes, integrating the influence of infiltration and the water retention curve hysteresis. Furthermore, the present stability analysis method including the infiltration model and the advanced Mohr–Coulomb failure criterion calculates the variations of the safety factor (FS) in accordance with different slope angle, depth and hydrological processes. The experimentally measured data on the effect of hysteresis are also carried out for comparison. Numerical analyses, employing both wetting and drying hydraulic behaviour of unsaturated soil, are performed to study the difference in soil‐water content as observed in the experiments. The simulating approximations also fully responded to the experimental data of sand box. The results suggest that the hysteresis behaviour affect the distribution of soil‐water content within the slope indeed. The hysteresis made the FS values a remarkable recovery during the period of non‐rainfall in a rainfall event. The appropriate hydraulic properties of soil (i.e. wetting or drying) should be used in accordance with the processes that unsaturated soil actually experience. This method will enable us to acquire more accurate matric suction head and the unsaturated soil‐shear strength as it changes with the hysteretic flow, in order to calculate into the stability analysis of shallow landslides. An advanced understanding of the process mechanism afforded by this method is critical to realizing a reliable and appropriate design for slope stabilization. It also offers some immediate reference information to the disaster reduction department of the government. Copyright © 2011 John Wiley & Sons, Ltd.     

大连地区场地土动力学参数初步研究

通过收集近年来大连地区地震安全性评价报告中土动力学参数的实验资料,统计分析粉质粘土、淤泥质粉质粘土、粘土、中砂、碎石、回填土和全风化板岩等7类土的实测动力学参数,给出了它们的动剪切模量比和阻尼比的统计值.然后,选取典型钻孔并建立了土层地震反应分析模型,分别运用本文统计值、94规范值(即原大连地震小区划的土动力学参数值)和袁晓铭等(2000)的推荐值进行土层地震反应计算,并将计算结果中的地表峰值加速度和反应谱形状进行了比较.结果表明,本文的统计值与袁晓铭等( 2000)的推荐值非常接近,而与94规范值有很大的差别.     

IASPEI宽频带面波震级的测定方法研究

根据IASPEI新推荐的宽频带面波震级Ms(BB)计算方法,设计自动测定Ms(BB)软件,可以对中国地震台网中心接收的约1 000个地震台站资料进行自动处理,利用宽频带资料快速测定Ms(BB).可以在几分钟内使用所有宽频带资料进行计算,所得结果比较稳定、可靠.     

Demeter观测的电离层非震变化特征研究

利用法国电磁卫星Demeter装载的ICE(电场探针)及IAP(等离子体分析仪)探测数据,分析研究2006年不同季节、不同地方时顶部电离层电场及各等离子参量的全球空间分布特征,结果发现,电场x分量及H+离子浓度、O+离子浓度、He+离子浓度、等离子体温度具有显著的季节变化和地方时变化,而电场y分量及z分量全球分布的季节...     

板钉连接CFST柱-RC梁节点梁端塑性铰区受力性能数值模拟

建立竖板-栓钉连接钢管混凝土（CFST）柱-钢筋混凝土（RC）梁节点试件（SSJD）拟静力加载试验有限元模型,并在节点损伤情况、梁端荷载-位移曲线等数值模拟结果与试验结果吻合较好的基础上,进一步开展了RC梁混凝土强度、配筋率ρs和连接竖板长度Lb及界面连接情况等对CFST柱-RC梁节点梁端塑性铰区域力学性能的影响。研究结果表明,RC梁混凝土强度对试件SSJD塑性铰区域受力性能的影响较小;适筋范围内RC梁配筋率增加可适当提高试件SSJD承载力和延性;随着连接竖板长度的增加,梁端塑性铰区域外移,梁破坏荷载增大;本研究给出的RC梁与CFST柱之间的界面抗剪承载力模拟值与计算值吻合较好,可用于界面抗剪设计。