共查询到18条相似文献，搜索用时 593 毫秒
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识别前震余震的单键群方法 总被引：3，自引：0，他引：3
本文提出一种从地震目录中识别强震的前震和余震并形成序列目标的新方法,即：以单键群（ＳＬＣ）分析方法为基础,定义在ＳＬＣ构架中,由于小于或等于特征键长的键所形成的许多链中,那些处在某个强震联通的链上的地震就与该强震构成一个地震序列;在此序列中,该强震为主震,之后的为余震,用此方法,可以按强震逐个识别其前震余震,并形成其序列目录。我们用它识别处理了海城７．４级和昆仑山－阿尔金山弧型顶部地区６．０级以上 相似文献
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地震非均匀度在甘肃及邻区中强地震中短期预报中的应用 总被引：2，自引：1，他引：1
在地城学中长期预报的基础上,近几年地震学攻关掼的应用实践中发现,刻画强震前中小地震活动在时空分布上不均匀性的能量－－地震非均匀度（ＧＬ值）能较好地反映震前小震活动由稳定向非稳定过渡的中短期震兆特点。结合甘肃及邻区中强以上地震的预报研究,运用ＧＬ值进行时空扫描,结果发现除个别省界边缘地区地震外,所有５．４级以上地震前１￣２ａ,在震中３００ｋｍ范围内,２．０级以上小震活动在不同时段均显示出明显的非均匀 相似文献
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１．地震参数１９９２．７．１７．１９—０７—２８．８，２９°１８＇，１０３°４１＇Ｍ＿Ｌ：３．５，Ｉ＿０＝Ｖ（震源深度３－４千米，宏观方法１千米。２．铜街子电站及库区￣①位于一中强地震带上的少震、缺震地段──马边～峨眉间。名山－马边－永善，大关北北西走向地震带以总体上较密集的小震和中强震、个别达７级的强震连续条带状分布著称。尽管它有别于浅～深贯通型活构造带、仅有多支、多方向短小构造线断续相连，但它的两侧各１００千米分别与著名的“三河强震带”（南西测）自贡－南溪带（北东侧）有规律地平行排列。三者的新构造活动性、最大震级及其同等震级复发周期、地震活动秩序……都表明：自川西高原强震区向四川盆地区存在的某种递进以至消减的成生联系。这是四川地震构造动态中的一大特色。名山－大关带长约３００千米。５级以上地震主要集中于两头：北段峨眉－洪雅（长５０ｋｍ）和南段马边－大关（长１００ｋｍ），其主要构造背景是与北东向的龙泉山－峨眉断裂带和 华蓥山－巧家断裂带分别交切，构成的复合部位。峨眉－马边间约７０ｋｍ的中段却一直没有５级以上地震发生的记录；唯一的一年内两次４．２和４．８级地震发生在１９６７．５．５和５．２９，地点为峨边和福禄 相似文献
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鄞县ML3.9和ML4.7地震的震源参数 总被引：3，自引：0，他引：3
１９９３年２月２６日和１９９４年９月７日在浙江宁波鄞县发生了ＭＬ３．０和ＭＬ４．７地震。本文使用华东地区部分台站的地震记录资料给出了这两次地震的震源机制和震源参数。其主要结果是：该区的主压应力方向约为北东６０°；３．０级地震的破裂方向为ＳＳＷ，破裂速度为２．７ｋｍ／ｓ，破裂尺度为０．３９ｋｍ；４．７级地震的破裂方向为ＮＷＷ，破裂速度为２．３ｋｍ／ｓ，破裂尺度为０．４１ｋｍ。 相似文献
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单键群方法与昆仑山—阿尔金山弧型构造顶部地震时空群集特征 总被引：9，自引：2，他引：9
本文以单键群分析方法为基础，进行以下研究；１．对一个地区的地震目录进行分析得到特征键开，并用其对该区地震的时空群集性和离散性进行分析，进而建立分类子目录，以便作针对性的细致处理；２．定义了几个描述ＳＬＣ构架特点的参数，发展和实现了按时间逐段滑移计算ＳＬＣ构架和这些参数的办法及程序，考察这些参数随时间的变化；３．用以上各软件处理昆仑山阿尔金山弧型顶部区域的地震目录，得到了一些有意义的结果。 相似文献
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目的是探讨标记乳糖基白蛋白的超顺磁性氧化铁粒子（ＬＡＣ－ＨＳＡ－ＳＰＩＯ）作为配体与肝细胞膜去唾液酸糖蛋白受体（ＡＳＧ）特异性结合可能性;评价ＬＡＣ－ＨＳＡ－ＳＰＩＯ增强磁共振受体成像对大鼠微小肝癌灶的显示能力。方法：将Ｆｅ３＋Ｆｅ２＋混合液与ＬＡＣ－ＨＳＡ在碱性条件下制备出ＬＡＯ－ＨＳＡ－ＳＰＩＯ;应用 二乙基亚硝酸胺建立大鼠肝癌模型;电镜及Ｐｅｒｌｓ（普鲁士蓝）染色,观察ＬＡＣ－ＨＳＡ－ＳＰＩＯ在肝组织的颁;并比较ＬＡＣ－ＨＳＡ－ＳＰＩＯ增强前后大鼠肝癌的显示情况。得到结果是（１）Ｐｅｒｌｓ染色证实有ＬＡＣ－ＨＳＡ－ＳＰＩＯ分布到肝细胞浆内;电镜下也显示肝细胞膜表面及胞浆内有电子致密ＳＰＩＯ粒子分布;（２）注射小剂量ＬＡＣ－ＨＳＡ－ＳＰＩＯ可观察到明显明显肝脏强化效果,大鼠肝癌检出率由平扫３６．８％（７／１９）提高到７８％（１５／１９,Ｐ＜００１）。结论：ＬＡＣ－ＨＳＡ－ＳＰＩＯ是一种新型的具有肝细胞ＡＳＧ受体靶向性显影剂,对提高肝脏微小瘤灶检出率有章要价值。 相似文献
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本文研究了武威地电台周围１５０ｋｍ范围内发生的景泰６．２、门源６．４、天祝西４．７、旦马５．６、雅布赖４．７级地震和共和７．０级地震（△＝２７０ｋｍ）该台地电阻率（ρｓ）变化，结果显示：对于前４次地震，该台ＥＷ道测值出现１０＾－１－１０＾－２量级的ρｓ短临异常，共和和雅布赖地震前后观测到１０＾－１量级的ρｓ短期下降异常。作者研究认为，ρｓ异常可以是该台ＥＷ道探测范围内介质不完整，孕震后期震源力学过 相似文献
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云南是一个地震多发区。１６５２年至１９９４年间云南地区共发生６１３次破坏性地震，其中５．０—５．９级地震５５３次，６．０—６．９级地震４９次，７．０—７．９级地震１２次，８级地震１次。云南的破坏性地震除了直接造成人员伤亡和建（构）筑物破坏外，还在震区形成包括滚石、崩塌、滑坡、泥石流、地面沉陷和喷砂冒水等地面破坏现象，这些地面破坏造成人员伤亡，毁坏建筑物和农田，形成云南破坏性地震灾害特点。云南地区破坏性地震的人员伤亡和地面破坏主要集中发生在滇中、滇西北和滇西南地区。根据统计分析，云南地区破坏性地震的平均人员伤亡人数（Ｎ）与地震震级（Ｍ）的关系为：ｌｇＮ＝１．５Ｍ－７．４。人员伤亡数（Ｎ）与震中距Ｄ（ｋｍ）的关系为：ｌｇＮ＝０．８－０．０２７Ｄ（６．０—６．９级地震）和ｌｇＮ＝３．２－０．０５Ｄ（７级以上地震）。出现地面破坏现象的最大震中距离（Ｄｍａｘ）和震级的关系为：Ｄｍａｘ（ｋｍ）＝５２Ｍ－２９８（地表裂缝）；Ｄｍａｘ（ｋｍ）＝１８Ｍ－９３（崩塌滑坡）；Ｄｍａｘ（ｋｍ）＝５０Ｍ－２８１（滚石）。 相似文献
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用最小二乘法处理泾阳台ＤＤ－１地震仪记录资料，拟合适于泾阳台由地震波持续时间求算近震震级ＭＤ的公式：ＭＤ＝２．７ｌｇｒ—２．４（Δ≤１０ｋｍ），ＭＤ＝２．２９ｌｇｒ＋０．００１１８Δ－２．２５（１０ｋｍ＜Δ≤５２０ｋｍ），并对震级ＭＬ和ＭＤ进行误差分析。 相似文献
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Zhou Huilan Liu Zhen and Gao YuanGraduate School University of Sciences Technology of China Beijing China 《中国地震研究》1998,(1)
By using the SLC(Single-Link Cluster)method,this study worked in three respects:(a)set up three-dimensional(3-D)SLC software that can deal with a large catalogue of earthquakes and analyze the characteristics of earthquakes' clustering and scattering in time-space:(b)defined several parameters to describe the distinguishing feature for the SLC frame and developed a technique to calculate the 3-D SLC frames and these parameters with gradual time-sliding,and inspected their variations with time,especially before large events; and(c)by using these means,treated the earthquake catalogue in the top area of the Kunlun-Altun-Arc as well as some valuable results that had been obtained. 相似文献
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利用单键群分析方法，对1976年唐山和1989年大同地震前多学科前兆异常的时空群集特征进行了研究。对2次地震前兆的单键群构架的信源熵、平均键长和累积滑动频次进行了时空扫描。结果表明，地震前单键群要异常非常明显，并且可以分为5个阶段。1975年6月－1976年6月（第4阶段）异常幅度变化最大。震前1个月（第5阶段）信源熵值进一步下降，平均键长变化维持在第4阶段的水平，累积滑动频次增加。异常的变化阶段可为地震的中短期预报提供判据。最小信源滴的变化经历了一个由外围逐渐向未来地震区迁移的过程，根据这一特点可以追踪和确定地震危险区的范围。 相似文献
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Eccentrically braced frames (EBFs) can be repaired after a major earthquake by replacing the links. The link replacement is not a straightforward process and is influenced by the type of the link and the amount of residual frame deformations. The past decade has witnessed the development of different types of replaceable links such as end-plated links, web connected links, bolted flange and web spliced links, and collector beam and brace spliced links. All of the developed replaceable link details, except the web connected links, are not suitable for link replacement under residual frame drift. In this paper, a detachable replaceable link detail which is based on splicing the link at its mid-length is proposed. The detail is well suited for installation under residual frame drifts. In addition, the weight and size of the members to be transported and erected are reduced significantly, thereby facilitating the replacement procedure. Performance of this proposed replaceable link is studied by conducting six nearly full scale EBF tests under quasi-static cyclic loading. The link length ratio, type of end-plated mid-splice connection, and the amount of residual drift are considered as test variables. The test results revealed that the inelastic rotation capacity of the detachable replaceable links exceeds the requirements of the AISC Seismic Provisions for Structural Steel Buildings. No failures are observed in the end-plated mid-splice connections demonstrating the potential of the proposed details. The detachable replaceable links are investigated by numerical analysis as well to further validate their applicability and to develop design recommendations. 相似文献
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The linked column frame (LCF) system is proposed as a seismic load resisting system that uses conventional components to limit seismic damage to relatively easily replaced elements. The LCF features a primary lateral system, denoted the linked column, which is made up of dual columns connected with replaceable links, and a secondary flexible moment frame system with beams having fully restrained connections at one end and simple connections at the other. The linked columns are designed to limit seismic forces and provide energy dissipation via link yielding, while preventing damage to the moment frame under certain earthquake hazard levels. A design procedure is proposed that ensures plastic hinges develop in the links of the linked columns at a significantly lower story drift than when plastic hinges develop in the moment frame beams. The large drift difference helps enable design of this system for two distinct performance states: rapid return to occupancy, where only link damage occurs and relatively simple link replacement is possible, and collapse prevention, where both the links and the beams of the moment frame may be damaged. A series of 3‐story, 6‐story, and 9‐story prototype LCF buildings were designed using the proposed design approach. Nonlinear models were developed for the designs with the link models validated using recent experimental results. The seismic response of these systems was investigated for ground motions representing various seismic hazard levels. Results show that the LCF system not only provides collapse prevention, but also has the capability of limiting economic loss by reducing structural damage and allowing for rapid return to occupancy following earthquakes with shorter return periods. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
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针对传统结构震后修复能力不足,带可更换构件的混合框架结构体系在地震作用下,可更换耗能构件集中损伤和耗散地震能量,保护其他构件不损伤或轻微损伤,更换损伤的耗能构件,即可实现结构预定功能震后可恢复。通过3个可更换耗能梁试件,研究其抗震性能。在此基础上,通过SAP2000有限元建模,对带可更换构件的混合框架结构进行非线性分析,研究整体结构体系的屈服机制、承载力和可更换耗能构件的可更换性能。结果表明:试件均发生剪切屈服型破坏,破坏特征包括腹板－加劲肋焊缝撕裂、腹板屈曲和腹板撕裂。各试件的滞回曲线非常饱满,具有优异的承载能力、变形能力和耗能能力;在地震作用下,带可更换构件的混合框架结构体系中各构件能够实现良好的有序屈服机制,可更换耗能构件具有较好的可更换性。 相似文献
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A. B. A. Slangen F. Adloff S. Jevrejeva P. W. Leclercq B. Marzeion Y. Wada 《Surveys in Geophysics》2017,38(1):385-406
Sea-level change (SLC) is a much-studied topic in the area of climate research, integrating a range of climate science disciplines, and is expected to impact coastal communities around the world. As a result, this field is rapidly moving, and the knowledge and understanding of processes contributing to SLC is increasing. Here, we discuss noteworthy recent developments in the projection of SLC contributions and in the global mean and regional sea-level projections. For the Greenland Ice Sheet contribution to SLC, earlier estimates have been confirmed in recent research, but part of the source of this contribution has shifted from dynamics to surface melting. New insights into dynamic discharge processes and the onset of marine ice sheet instability increase the projected range for the Antarctic contribution by the end of the century. The contribution from both ice sheets is projected to increase further in the coming centuries to millennia. Recent updates of the global glacier outline database and new global glacier models have led to slightly lower projections for the glacier contribution to SLC (7–17 cm by 2100), but still project the glaciers to be an important contribution. For global mean sea-level projections, the focus has shifted to better estimating the uncertainty distributions of the projection time series, which may not necessarily follow a normal distribution. Instead, recent studies use skewed distributions with longer tails to higher uncertainties. Regional projections have been used to study regional uncertainty distributions, and regional projections are increasingly being applied to specific regions, countries, and coastal areas. 相似文献
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This paper presents a new concept for enhancing the seismic ductility and damping capacity of diagrid structural frames by using shear-link fuse devices and its seismic performance is assessed through nonlinear static and dynamic analysis.The architectural elegancy of the diagrid structure attributed to its triangular leaning member configuration and high structural redundancy make this system a desirable choice for tall building design.However,forming a stable energy dissipation mechanism in diagrid framing remains to be investigated to expand its use in regions with high seismicity.To address this issue,a diagrid framing design is proposed here which provides a competitive design option in highly seismic regions through its increased ductility and improved energy dissipation capacity provided by replaceable shear links interconnecting the diagonal members at their ends.The structural characteristics and seismic behavior(capacity,stiffness,energy dissipation,ductility) of the diagrid structural frame are demonstrated with a 21-story building diagrid frame subjected to nonlinear static and dynamic analysis.The findings from the nonlinear time history analysis verify that satisfactory seismic performance can be achieved by the proposed diagrid frame subjected to design basis earthquakes in California.In particular,one appealing feature of the proposed diagrid building is its reduced residual displacement after strong earthquakes. 相似文献