基于VAP卫星的等离子体层顶电子密度波动统计分析

基于范艾伦辐射带探测卫星的观测数据(2012年9月至2015年11月),收集了584个等离子体层顶密度波动事件,研究了这些事件分布随磁地方时、磁壳值以及地磁活动的变化关系,并使用快速傅里叶变换分析了全部事件平均功率谱.统计结果表明,等离子体层顶密度波动事件主要发生在磁地方时黄昏扇区,其分布与磁地方时和地磁活动具有明显的相关性.等离子体层顶密度波动在1～100mHz区间内具有接近-5/3的功率谱斜率,表明存在二维磁流体动力学湍流.本文统计结果将有助于进一步深入理解等离子体层顶密度波动在内磁层中能量传输的具体作用,并且将促进对等离子体层顶波动的激发、增强与传播过程的进一步研究.     

玛多7.4级地震前临震微波动现象研究

强震临震微波动是强震临震阶段优势频率集中在11～16 Hz、频谱形态较为整齐的临震异常脉动记录。利用"兰州临震微波动实时监控与跟踪系统"的数据资料,对2021年5月22日玛多7.4级地震震中200 km半径的范围内台站的临震微波动事件进行分析。认为震前距离震中67 km的巴颜喀拉台EW通道存在显著异常,达到杨立明提出的异常跟踪指标;10个测震台站中的8个在本次地震前记录到了临震微波动事件,震中南侧台站记录到的事件多于北侧。     

青藏高原东部RM孔140ka以来湖泊碳酸盐同位素记录的古气候特征

通过若尔盖盆地RM孔湖泊化学沉积碳酸盐氧、碳同位素代用指标,重建了该区近140ka以来的古气候演化历史,其中末次冰期气候至少存在有7次暖波动及5次冷事件,其波动特征可与冰芯及深海记录相比较;而末次间冰期内部的次级波动与格陵兰冰芯GRIP氧同位素记录相一致,早期的Eemian暖期也存在两次冷波动.研究结果揭示了末次间冰期和冰期气候的不稳定性.色素和碳酸盐含量指标也具有与氧同位素记录相似的结果.     

基于波动理论的压电智能混凝土单轴破坏实验研究

通过在混凝土标准试块内埋置压电驱动器和传感器,以波动理论为基础,通过混凝土内发射和接收应力波,构筑压电智能混凝土的主动健康监测系统,并进行了压电智能混凝土标准试件单轴破坏实验,得到剪切波速、相对能量衰减和频域特性随破坏程度的变化。实验结果表明,在一定范围的频率下,剪切波速在临近极限荷载的区域,衰减速率有所增加;而相对能量衰减,在"局部裂纹萌生"阶段,衰减速率便增加。因此,相对能量衰减在混凝土破坏的初期阶段,更具有敏感性。     

2022年1月8日青海门源6.9级地震前临震微波动现象初步研究

利用国家测震台网观测资料,对2022年1月8日青海门源6.9级地震震中距200km以内的19个台站自2021年记录到的临震微波动事件进行分析,发现震中距103km的祁连台在震前3个月存在显著异常,临震微波动事件的活动度(N值)高达20;震中距158km的拉脊山台同样出现活动度高值异常,达到异常指标;震中124km的湟源台长期处于异常状态,但在震前3～4个月表现为明显高于背景值的高值异常。其他台站虽然未达到异常指标,但震前3个多月活跃天数显著增加。异常显著的台站与震中位置呈线性分布,震中NW—SE方向的台站记录的事件更显著;本次地震前的微波动现象与2021年玛多7.4级地震前的微波动现象存在共同特征,可能与两次地震相似的震源机制解有关。     

通量堆积和偶极化过程中的超低频波动

2004年9月17日TC-1卫星在近地磁尾夜侧观测到一次伴随有通量堆积和偶极化过程的典型亚暴事件.本文利用离散小波分析和FFT分析方法对本次事件中4 s精度的FGM和HIA数据进行分析,以了解通量堆积过程和偶极化过程中的低频波特性.分析结果表明,通量堆积过程和偶极化过程中场和粒子有明显的不规则低频波动,主要波动频率范围为4~15 mHz,和Pi-2脉动一致.通量堆积过程中磁场各个分量的低频波动和偶极化过程中的低频波动有明显不同,表明这两个物理过程可能存在不同的波动机制.在通量堆积过程和偶极化过程中,平行磁场方向上温度和速度的波动和垂直方向上温度和速度的波动有明显区别,平行磁场方向上温度和速度的波动有较好的相关性,且热离子密度的波动和平行磁场方向上的波动有较好的相关性,表明存在快模压缩波.TC-1卫星的观测显示通量堆积过程中磁场By分量有明显增长.我们的分析结果表明ULF波与By分量的增长有密切关系,从而可能对亚暴膨胀相的触发有重要影响.     

近百年来亚洲中部内陆湖泊演变及其原因分析

南疆博斯腾湖湖相沉积物碳酸盐稳定同位素,孢粉及地化元素含量的波动揭示了于１１．０￣１０．０ｋａＢＰ期间的相对冷湿的环境特征,这次变冷事件在年代上可与末次冰消期的新仙女木气候突然变冷事件相对应,虽然目前还无法圆满解释此事件的成因机制,但此事件在极端干昌的南疆博斯腾湖湖相沉积中的发现,无疑对深入认识此事件发生的全球性以及探讨其成因机制具有重要意义。     

阿尔芬波总磁场存在漂移趋势时磁通门磁强计在轨标定的优化方法

高精度的磁场测量对深空探测具有重要意义,然而卫星上磁通门磁强计的磁补偿值会随着时间缓慢变化,需要进行在轨标定.近期,一种新的在轨标定方法被提出,即Wang-Pan方法.该方法发现阿尔芬波动存在一个线性度高的最优补偿曲线,利用多个波动的最优补偿曲线可计算出磁强计的磁补偿.然而,该方法没有考虑所选波动事件的总磁场存在漂移趋...     

高分辨率黄土剖面记录的末次间冰期东亚季风的不稳定性特征

选取高分辨率黄土剖面是深入研究末次间冰期东亚气候变化的首要前提. 通过对六盘山东、西部两个高分辨率S1地层记录的对比研究, 发现两剖面S1地层均发育5层古土壤、堆积4层黄土, 指示MIS5阶段存在5次强夏季风事件和4次强冬季风事件. 这些气候事件与东亚季风区的其他记录及NGRIP冰芯记录、北大西洋钻孔记录中的冷、暖事件呈现良好对应关系, 暗示在末次间冰期, 北半球气候存在较大的不稳定性. 地层中与5a, 5c亚阶段相对应的层位, 均发育有两古土壤亚层及堆积一黄土层, 与5e相比, 5a, 5c则表现出更大的波动幅度和更多千年尺度上的快速波动, 而5e亚阶段的气候则较为稳定.     

内置空心钢球的圆截面钢管混凝土柱抗震性能试验

为研究带空心钢球的钢管混凝土柱的抗震性能,以空心率和含钢率为参数,设计制作9个内置空心钢球的圆截面钢管混凝土柱和3个薄壁圆截面钢管混凝土柱,并进行拟静力试验,结合破坏形态通过延性系数和累积耗能等参数探讨了试件的抗震性能。研究结果表明:含钢率对内置空心钢球的薄壁圆形钢管混凝土柱极限荷载,峰前耗能的影响较大,空心率对试件延性系数,峰后耗能的影响显著;内置空心钢球的薄壁圆形钢管混凝土柱较实心薄壁圆形钢管混凝土柱极限荷载有所降低;试件水平荷载时程曲线的"V"字形波动的折线可以较直观的反映出结构损伤破坏过程,并在曲线数形与试验现象关联上和滞回曲线形成较好的一致性;可以通过优化内置空心钢球的大小和壁厚设计钢管混凝土柱,并取得与实心钢管混凝土柱同样的抗震性能,为同类钢管混凝土组合结构的设计提供了依据。     

张北地区震前、震时和震后的震源机制

对于张北地震之前出现在小震条带上的地震，我们收集了区域地震台网的P波初动和垂直向记录的直达P、S的最大振幅，由理论地震图反演出15次地震的震源机制；同样的方法反演得到145次余震的震源机制；连同刘瑞丰给出的6．2级主震、哈佛大学提供的5．6级强余震的矩张量解一起分析。发现，震前小震震源机制优势取向的平均解、震后余震震源机制优势取向的平均解和主震以及强余震的矩张量解，基本一致。震前、震时和震后的震源机制的优势取向，没有发生可以觉察的显著变化。表明震区始终受到构造应力场的控制，呈现出一定的稳定性。     

Wave passage and incoherency effects on seismic response of high arch dams

The effects of incoherency and wave-passage on the nonlinear responses of concrete arch dams are investigated in this study. A double curvature arch dam is selected as a numerical example. The reservoir is modeled as a compressible material and the foundation is modeled as a massless medium. Ground motion time-histories are artificially generated using the Monte Carlo simulation approach. Four different finite element models (FEM) are considered: uniform excitation; incoherence effect; wave passage effect; and both incoherence and wave passage effects. It was revealed that modeling multiple-supports excitation could have a significant impact on the structural response of the dam by inducing a pseudo-static effect. Also, it was concluded that the coherency effect overshadows the wave passage effect and the results obtained from non-uniform excitation of FEM, including the wave passage effect, is close to the results of the FEM when it is uniformly excited.     

云南地区地震序列早期地震波动力学特征

研究了云南地区各类型地震序列的早期地震波动力学特征——地震波垂直分量P波初动和P、S波最大振幅比,结果表明:前震序列振幅比为过原点的直线,比值稳定,P波初动一致;双震型地震序列在第一主震后P波初动出现一组时,仍有一类波形(“大头波”或“小头波”)的振幅比保持为过原点的直线,第一主震后P波初动出现两组时,仍有初动相同的一组地震振幅比保持为过原点的直线,或者两组初动的地震振幅比分别、共同成过原点的直线;主余震地震序列在非大震孕育期间,地震振幅比离散,与大震孕育有关的主余震地震序列振幅比仍可为过原点的直线。地震波动力学特征在上述三类地震序列的早期判断能力分别为75％、55％—73％、90％。     

德钦县、得荣县交界处M_L5.9级地震强震动数据分析

通过分析和讨论在云南省迪庆藏族自治州香格里拉县、德钦县和四川省甘孜藏族自治州得荣县交界处ML5.9级地震,在子庚和得荣观测点获取的强震记录数据,用交切法得到的震中经纬度是:28.16°N,99.41°E;震源深度是11.39 km,还得到了强震数据定位震源参数。初步试验了该数据应用于地震学和地震工程学领域的可行性。     

Anomalous Rayleigh-Wave Propagation Along Oceanic Trench

A clear later phase of amplitude larger than the direct surface wave packet was observed at stations in Hokkaido, Japan, for several events of the December 1991 off-Urup earthquake swarm in the Kuril Islands region. From its particle motion, this phase is likely to be a fundamental Rayleigh wave packet that arrived with an azimuth largely deviated from each great-circle direction. As its origin, Nakanishi (1992) proposed that the sea-trench topography in this area as deep as 10 km may produce a narrow zone of low velocity for Rayleigh waves of periods around 15 sec. Following this idea, we compute ray paths and estimate how Rayleigh waves would propagate if we assume that lateral velocity variations are caused only by seafloor topography. We confirm that thick sea water in the trench indeed produces the phase velocity of Rayleigh waves to be smaller than in a surrounding area by the degree over 100%. Such a low-velocity zone appears only in a period range from 12 to 20 sec. Although this strong low-velocity zone disturbs the direction of Rayleigh wave propagation from its great circle, the overall ray paths are not so affected as far as an epicentre is outside this low-velocity zone, that is, off the trench axis. In contrast, the majority of rays are severely distorted for an event within the low-velocity zone or, in other words, in the neighborhood of the trench axis. For such an event, a part of wave energy appears to be trapped in this zone and eventually propagates outwards due to the curvature or bend of trench geometry, resulting in very late arriving waves of large amplitude with an incident direction clearly different from great circles. This phenomenon is observed only at a very limited period range around 16 sec. These theoretical results are consistent with the above mentioned observation of Nakanishi (1992).     

地震动空间效应对大跨度桥梁非线性地震响应的影响

由于大跨度桥梁的桥墩间距离较大,其地震响应分析应考虑地震动输入的空间效应。本文建立了多点激励下大跨度桥梁地震响应分析方法,采用损伤塑性本构模型模拟混凝土材料特性,考虑地震动空间效应对大跨度连续刚构桥进行非线性地震响应分析,从而分析地震动空间效应对大跨度桥梁地震响应的影响。研究表明:考虑行波激励或多点激励时桥梁地震响应较一致激励而言有所差异,考虑地震动空间效应时可能会夸大或减小桥梁结构的动力响应;多点激励时桥梁地震响应会随视波速的改变而变化。由此得出结论,对于大跨度桥梁地震响应分析应合理的考虑地震动空间效应。     

Ground motion characteristics of the Chi‐Chi earthquake of 21 September 1999

The purpose of this paper is to investigate the ground motion characteristics of the Chi‐Chi earthquake (21 September 1999) as well as the interpretation of structural damage due to this earthquake. Over 300 strong motion records were collected from the strong motion network of Taiwan for this earthquake. A lot of near‐field ground motion data were collected. They provide valuable information on the study of ground motion characteristics of pulse‐like near‐field ground motions as well as fault displacement. This study includes: attenuation of ground motion both in PGA and spectral amplitude, principal direction, elastic and inelastic response analysis of a SDOF system subjected to near‐field ground motion collected from this event. The distribution of spectral acceleration and spectral velocity along the Chelungpu fault is discussed. Based on the mode decomposition method the intrinsic mode function of ground acceleration of this earthquake is examined. A long‐period wave with large amplitude was observed in most of the near‐source ground acceleration. The seismic demand from the recorded near‐field ground motion is also investigated with an evaluation of seismic design criteria of Taiwan Building Code. Copyright © 2000 John Wiley & Sons, Ltd.     

Ground motion characteristics and shaking damage of the 11th March 2011 M w9.0 Great East Japan earthquake

A catastrophic M _w9.0 earthquake and subsequent giant tsunami struck the Tōhoku and Kanto regions of Japan on 11th March 2011, causing tremendous casualties, massive damage to structures and infrastructure, and huge economic loss. This event has revealed weakness and vulnerability of urban cities and modern society in Japan, which were thought to be one of the most earthquake-prepared nations in the world. Nevertheless, recorded ground motion data from this event offer invaluable information and opportunity; their unique features include very strong short-period spectral content, long duration, and effects due to local asperities as well as direction of rupture/wave propagation. Aiming at gaining useful experience from this tragic event, Earthquake Engineering Field Investigation Team (EEFIT) organised and dispatched a team to the Tōhoku region of Japan. During the EEFIT mission, ground shaking damage surveys were conducted in Sendai, Shirakawa, and Sukagawa, where the Japan Meteorological Agency intensity of 6+ was observed and instrumentally recorded ground motion data were available. The damage survey results identify the key factors for severe shaking damage, such as insufficient lateral reinforcement and detailing in structural columns from structural capacity viewpoint and rich spectral content of ground shaking in the intermediate vibration period range from seismic demand viewpoint. Importantly, inclusion of several ground motion parameters, such as nonlinear structural response, in shaking damage surveys, can improve the correlation of observed ground motion with shaking damage and therefore enhance existing indicators of potential damage.     

马鞍山地震台人工爆破与天然地震记录特征差异

鉴于马鞍山地区矿山较多,常有人工爆破发生,为了快速识别事件性质,分析了人工爆破与天然地震在P波初动方向、纵横波振幅比、衰减速度、频谱、发震时间等方面的差异。     

大跨度拱桥地震动输入模式研究

地震动输入是大跨度桥梁地震反应分析的重要一环。从明确大跨度拱桥的临界跨度入手,探讨了大跨度拱桥地震动输入模式中的行波效应、三向输入及其地震动选取问题。基于某大跨度钢管混凝土拱桥,建立了有限元分析模型,考查了行波效应及三向地震动输入对拱关键截面内力、减隔震支座位移及粘滞阻尼器冲程的影响。结果表明:给出的大跨度拱桥临界跨度确定方法合理,行波效应对拱顶轴力有重要影响,不考虑三向地震动同时作用会明显低估大跨度拱桥的地震反应。确定大跨度拱桥地震动输入模式时需考虑行波效应与三向地震动同时输入。