锡林浩特地震台地磁观测干扰分析

对内蒙古自治区锡林浩特地震台2019年10-11月质子矢量磁力仪FHD-2B的数据进行常规分析,发现D分量测值数据出现噪声大、突跳多的异常现象。对该台质子矢量磁力仪受干扰数据进行傅里叶变换和小波分析,确定干扰源范围,排除外界干扰可能。进一步对仪器进行检测,确定干扰原因为参数漂移,在进行参数校正后,观测数据恢复正常。     

Automatic modal parameter identification of high arch dams: feasibility verification

Modal parameters, including fundamental frequencies, damping ratios, and mode shapes, could be used to evaluate the health condition of structures. Automatic modal parameter identification, which plays an essential role in realtime structural health monitoring, has become a popular topic in recent years. In this study, an automatic modal parameter identification procedure for high arch dams is proposed. The proposed procedure is implemented by combining the density-based spatial clustering of applications with noise (DBSCAN) algorithm and the stochastic subspace identification (SSI). The 210-m-high Dagangshan Dam is investigated as an example to verify the feasibility of the procedure. The results show that the DBSCAN algorithm is robust enough to interpret the stabilization diagram from SSI and may avoid outline modes. This leads to the proposed procedure obtaining a better performance than the partitioned clustering and hierarchical clustering algorithms. In addition, the errors of the identified frequencies of the arch dam are within 4%, and the identified mode shapes are in agreement with those obtained from the finite element model, which implies that the proposed procedure is accurate enough to use in modal parameter identification. The procedure is feasible for online modal parameter identification and modal tracking of arch dams.

     

基于黏弹性边界的P波斜入射波场分解方法精度比较

黏弹性人工边界以其概念清晰,稳定性高,精度良好的优点,在地下结构抗震的研究中已经得到了较为广泛的应用。在使用黏弹性边界进行地震动的输入时,需要把地震波转化为模型网格节点上的等效节点力,这个过程就要涉及到波场分解的问题。波场分解的方式可以不同,但不同的波场分解方式会得出精度不同的计算结果,而学界目前尚未就此达成一致。本文在前人研究的基础上,总结了3种地震波斜入射的波场分解方法,编制了相应的Python脚本来实现黏弹性边界和等效节点力的批量施加,并且以不同角度的地震波斜入射为例在同一有限元模型中计算以进行比较研究。结果表明计算精度与波场分解的方式密切相关:在模型边界上考虑的自由场波动叠加越完整,计算结果越精确。     

城市地下变电站非线性地震反应分析

为研究城市地下变电站结构及其内部电气设备的动力特性及地震反应规律,以西安市快速轨道交通二号线张家堡地下变电站为工程背景,依据黏弹性人工边界理论及有限单元法,建立考虑土体-结构-设备动力相互作用的三维有限元计算模型,首先通过半空间自由场模型验证了地震动输入方法的有效性,继而开展地下变电站系统的模态分析和动力时程分析,得到了该类结构的动力特性及地震响应规律。研究结果表明,结构上覆土体及电气设备在地震作用下产生的惯性力是结构构件应力增长的主要原因,8度罕遇地震作用下地下变电站内电气设备的加速度放大系数明显超出规范要求,需要采取相应保护措施。     

结合轨迹数据的居民出行模式及功能识别研究

城市人群的出行特征通过车辆轨迹数据隐含的行为信息可以体现,但传统的单维度模型将不再适用于轨迹数据隐含的多维信息的挖掘.本文将海口市中心城区根据路网划分区域,使用能够挖掘多维信息的非负稀疏约束下张量分解基于"滴滴出行"轨迹数据,从时空维度挖掘居民出行规律并进行区域功能特征识别.结果表明:居民出行时间符合工作日,休息日的早...     

近50年国际海水淡化技术研究的发展状况——基于Web of Science数据库的文献计量分析(1971—2020年)

以Web of Science数据库核心合集内收录的1971—2020年海水淡化文献为数据源,借助CiteSpace对国际海水淡化研究领域的国家和研究机构、关键词、参考文献、期刊与基金等信息进行分析,提出国际海水淡化技术演进大致经历了三个阶段:起步阶段;以反渗透、多级闪蒸、超滤、微滤等研究为主的积累阶段;减压渗透、正渗透、纳米颗粒、石墨烯等海水淡化新材料新技术不断涌现的快速发展阶段。同时,从技术进步和政策支持两个方面提出了对国内相关研究的借鉴与启示。     

保幅Kirchhoff弯曲射线叠前时间偏移技术在天然气水合物三维地震资料处理中的应用

天然气水合物的富集往往与断裂、底辟及泥火山等构造有关,这就要求地震成像要精确,而针对水合物的地震处理又要以保真保幅为前提,因此快速高效而又有较高成像质量的的保幅Kirchhoff弯曲射线叠前时间偏移技术被广泛应用于三维水合物资料处理中。与直射线Kirchhoff叠前时间偏移技术相比,弯曲射线Kirchhoff叠前时间偏移同样具有快速高效的特点,同时成像精度在一定程度上可媲美叠前深度偏移。在实际资料的应用中可发现,基于保幅Kirchhoff弯曲射线叠前时间偏移技术处理的地震剖面可精确地刻画气体通道,有利于天然气水合物富集区的识别。     

GRAVITY VARIATION BEFORE AND AFTER THE MS5.4 EARTHQUAKE IN CANGWU IN 2016

Based on the mobile gravity observation data in 2014-2016 in Guangxi and its adjacent areas, this paper systematically analyzed the changes of regional gravity field and its relation to the M_S5.4 Cangwu, Guangxi earthquake on July 31, 2016, and combined with GPS observation data and seismic geological survey results, discussed the temporal and spatial distribution characteristics of the changes of regional gravity field and its mechanism. The results show that:(1) Before and after the M_S5.4 Cangwu earthquake, the gravity anomaly changes near the earthquake area were closely related to the major faults in space, which reflects the crustal deformation and tectonic activities that caused the surface gravity change along the seismogenic fault in the period of 2014-2016; (2) The gravity changes near the epicenter before and after the M_S5.4 Cangwu earthquake showed an evolution process in which the positive gravity anomaly zone changed to the negative gravity anomaly zone, a gravity gradient belt appeared along NNE direction and the earthquake occurred in its reverse change process; (3) The epicenter of the M_S5.4 Cangwu earthquake located both near the gravity gradient belt and in the zero transition zone of the surface strain gradient and the edge of the high maximum shear strain rate area, the observational fact further proved that the dynamic image of gravitational field and deformation field have important instruction significance to the location prediction of strong earthquakes; (4) in recent years, the gravity dynamic change in northwestern Guangxi presented a four-quadrant distribution pattern, and there is the risk of generating earthquake of magnitude about 5 in the center of the quadrants.     

Correction factors for SSI effects predicted by simplified models: 2D versus 3D rectangular embedded foundations

The effects of soil‐structure interaction (SSI) are often studied using two‐dimensional (2D) or axisymmetric three‐dimensional (3D) models to avoid the high cost of the more realistic, fully 3D models, which require 2 to 3 orders of magnitude more computer time and storage. This paper analyzes the error and presents correction factors for system frequency, system damping, and peak amplitude of structural response computed using impedances for linear in‐plane 2D models with rectangular foundations, embedded in uniform or layered half‐space. They are computed by comparison with results for 3D rectangular foundations with the same vertical cross‐section and different aspect ratios. The structure is represented by a single degree‐of‐freedom oscillator. Correction factors are presented for a range of the model parameters. The results show that in‐plane 2D approximations overestimate the SSI effects, exaggerating the frequency shift, the radiation damping, and the reduction of the peak amplitude. The errors are larger for stiffer, taller, and heavier structures, deeper foundations, and deeper soil layer. For example, for a stiff structure like Millikan library (NS response; length‐to‐width ratio ≈ 1), the error is 6.5% in system frequency, 44% in system damping, and 140% in peak amplitude. The antiplane 2D approximation has an opposite effect on system frequency and the same effect on system damping and peak relative response. Linear response analysis of a case study shows that the NEHRP‐2015 provisions for reduction of base shear force due to SSI may be unsafe for some structures. The presented correction factor diagrams can be used in practical design and other applications.     

由初至P震相重新定位2017年九寨沟地震序列的主震与ML≥3.0余震并分析发震构造

综合利用区域台站和流动台站(近台)的记录,基于初至P震相重新测定了2017年九寨沟序列M_S7.0主震和M_L≥3.0余震的震源位置,并利用较高精度的定位结果分析余震分布与地震构造的关系,解释发震断裂带的结构.获得的新认识有:(1)九寨沟主震震源深度为16km,位于余震带中段的南缘;余震主要分布深度为4～17km.(2)沿余震带的走向,余震分布与主震同震位错大小的分布明显相关.余震带中段8～16km深度存在的余震稀疏区与同震位错的高值区相吻合,应是发震断裂带主凹凸体的部位,也是主震时应变释放较充分的部位;余震带南东段10～18km深度的余震密集区对应了同震位错的亏损区之一,三次M_L≥5.0余震都发生于此;余震带西北段在5～10km之下既缺少余震,又属同震位错的亏损区,可能与那里多条断裂的交汇或合并造成的构造复杂性有关;余震带中-北西段3～5km深度的也缺少余震,也对应了浅部的同震位错亏损区.(3)证实了九寨沟地震的发震构造为虎牙断裂带北段,同时新揭示出发震断裂带表现为由主断裂和分支断裂构成的、向上分叉的花状结构,尺度约为4.5km宽(最大)、35km长,主断裂朝SW陡倾.这些反映主震破裂可能不只受控于单一的断裂,而有可能是沿主断裂发生主破裂,而沿分支断裂发生次要破裂.另外,本文对发震断裂带结构的分段解释,是遵循构造地质学原理去综合震源排列、震源机制解、地表断层已知位置、相邻剖面断层解释结果等信息的分析结果,而不仅仅依据余震的密集分布进行推断.