伊通—舒兰断裂带四平—靠山段14C定年及构造意义

1 研究背景 郯城—庐江断裂带(郯庐断裂带)是我国东部规模最大、延伸最长的深大断裂带,也是我国地震危险性最高的断裂构造之一.据史料记载,1668年郯城8?级地震(史称郯城大地震,位于郯城、临沂、临沭三县交界处)发生在该断裂潍坊—嘉山段郯城附近.近年来,郯庐断裂带第四纪活动地质证据被陆续发现,如郯庐断裂带江苏段全新世活动(曹筠等, 2018)以及郯庐断裂带北段(依兰—伊通断裂黑龙江通河段、吉林舒兰段,以往认为不具活动性)第四纪晚期活动证据(闵伟等,2013).此外,一些原有第四纪活动段,如新沂—五河段、乌云山—合肥段(郑颖平等,2014)等,也在近年被发现了活动证据.     

郯庐断裂带地震活动特征

本文较为详细地研究了郯庐断裂带及附近地区的地震活动，其主要结果为：１、郯庐断裂带地震活动由四个地震活动区段组成，该带活动的主体区段是那城─—渤海─—海城．２、郯庐断裂带地震活动的周期性是形成邦城─—海城区段中强地震活动的主要原因．３、郯庐断裂带中北段（邦城─—海城）Ｍ≥６．０级地震具有较好的迁移规律．４、郯庐断裂带近代小震活动表现出南段随机性，中段呈线性，北段具有密集区带性等特点。５、郯庐断裂带震源深度表现出南、北段浅，中段深，且散度大的特点。６、郯庐断裂带Ｑ值分布表明，沂沭带介质强度的完整性较差。     

地震折射和反射方法研究郯庐断裂带宿迁段的浅部构造特征

郯庐断裂带是中国东部最大的一个活动构造带,其内部结构非常复杂,不同区段表现出不同特征的构造样式.本文采用浅层地震反射波成像技术对郯庐断裂带宿迁段的近地表结构进行了高分辨率成像,利用该区已有的深地震反射剖面数据,采用初至波层析成像方法获得了郯庐断裂带的浅层P波速度结构.结果表明,郯庐断裂带宿迁段是一个由多条断裂以及凹陷和隆起构成的复杂构造带,且新生代地层厚度和地震波速分布明显受到断裂的影响与控制.郯庐断裂带的东、西两侧为基底隆起区,近地表速度结构呈现为明显的高速特征,新生代地层厚度小于200m.郯庐断裂带总体显示为低速凹陷结构,新生代地层厚度在300～600m之间变化,最厚处位于宿迁市的陵城镇附近.郯庐断裂带宿迁段主要由5条断裂构成,从这些断裂的上断点埋深和第四纪活动特征来看,郯庐断裂带的东边界断裂F_1和西边界断裂F_4的活动性相对较弱,为第四纪早期活动断裂.断裂F_2和F_3控制了郯庐断裂带内部的新生代凹陷,两者的活动时代分别为中更新世和晚更新世.安丘—莒县断裂F_5位于断裂F_1和F_2之间,由2条相向而倾的分支断层F_5和F_(5-1)构成,其活动时代分别为全新世和晚更新世.研究结果为进一步认识郯庐断裂带宿迁段的近地表特征及其活动性提供了新证据.     

郯庐断裂带是一条近代地震活动带吗?

<正> 郯庐断裂带是我国东部的一条深大断裂,五十年代中期,由我国航磁资料发现,后由重力资料、地质资料进一步明确证实,并引起国内外广泛注意。 郯庐断裂带上,曾发生过一次8.5级地震,这就是1668年的郯城-莒县地震。同时,从形式上看,郯庐断裂带上也发生了一些强震,例如1969年的渤海地震和1975年的海城地震。因此,多年来郯庐断裂带一直被认为是一条强烈的地震活动带,有关这方面的论述     

郯庐断裂带下辽河—莱州湾段与潍坊—嘉山段地震构造和地震活动特征对比

从地震构造和地震活动角度,对郯庐断裂带下辽河—莱州湾段和潍坊—嘉山段进行了对比,认为这两段的地震构造环境具有明显不同,地震活动明显属于不同模式。其中下辽河—莱州湾段属群集型地震活动类型;潍坊—嘉山段属特征型地震活动类型。对于下辽河—莱州湾段,未来应注意在新的活跃期或活跃幕到来时群集型强震、中强震的连续发生;对于潍坊—嘉山段,则应注意断层分段本身所控制的地震复发重现规律     

郯庐断裂带江苏段安丘-莒县断裂全新世活动及其构造意义

郯庐断裂带是中国东部重要的活动断裂带和边界构造带,其鲁苏段全新世活动断层的空间展布和古地震序列是地学关注的焦点问题,也是准确评价区域地震危险性的重要参数.以往研究工作多集中在郯庐断裂带地表地貌现象明显且有强震记录的山东段,而江苏段则研究程度相对较低,有关郯庐断裂带江苏段全新世活动断层范围和古地震序列问题存在争议.本文利用野外地质地貌调查、浅层地震勘探、钻孔联合剖面以及古地震探槽等多层次综合方法,重点开展郯庐断裂带江苏段全新世活动断层的分布和古地震序列研究.结果显示全新世时期,安丘-莒县断裂是郯庐断裂带江苏段的主要活动断层,且江苏全段该断层都是全新世活动断层.通过对比宿迁闸-皂河镇断裂南北安丘-莒县断裂的断层地貌和断层最新活动时间,并结合宿迁闸-皂河镇断裂在第四纪没有活动过等证据,推测该断层在全新世时期并不是区域阻碍破裂的断层.探槽揭示郯庐断裂带江苏段全新世两次古地震事件,事件Ⅰ限定在（6.2±0.3）-（13.4±0.7）ka B.P.之间,而事件Ⅱ限定在（2.5±0.1）ka B.P.到现今,全新世两次古地震间隔较长.基于构造类比法,安丘-莒县断裂具有深部孕震的构造特点,是区域未来强震的潜在发震构造.     

郯庐断裂带莱州湾段的构造特征

本文利用海上浅层地震勘探剖面分析了郯庐断裂带莱州湾段的上更新统、全新统和活动构造的某些特征。晚更新世末期发生的构造运动使上更新统产生断裂与褶皱,沿郯庐断裂带东主干断裂发育了狭长的背斜构造,在西主干断裂两侧次级横向(东西向)断裂十分发育,这些横向断裂是一些高角度的张性正断层。     

郯庐断裂带新沂-五河段晚第四纪活动的新证据

郯庐断裂带对中国东部地区影响重大。已有研究表明,郯庐断裂带新沂-五河段第四纪以来有明显的新活动迹象。本文在前人工作的基础上,围绕郯庐断裂带新沂-五河段开展地震地质调查,在重点地段进行探槽开挖,结合断裂沿线地震活动分析,对郯庐断裂带新沂-五河段活动习性及未来地震危险性等进行了探讨。本文补充的很多第一手资料,可为研究郯庐断裂带新沂-五河段大地震复发规律及地震中长期预测等提供有价值的参考依据。     

郯庐断裂带鲁苏沂沭段对汶川地震波的隔震效应

郯庐断裂带鲁苏沂沭段由几务平行的深大断裂构成。地震波传播通过郯庐断裂带会产生多次的反射与折射,适当的条件下会产生断层隔震效应。本文报告了江苏地区在汶川地震中的人员反应,根据弹性波传播理论分析了江苏境内的汶川地震记录。分析结果表明,郯庐断裂带在嘉山以北为郯庐断裂带鲁苏沂沭段,几条平行的深大断裂有隔震效应,汶川与嘉山南侧的连线形成一条地震动屏蔽线。在此线以北,郯庐断裂带鲁苏沂沭段阻碍了地震波的传播,其东侧,紧邻郯庐断裂带并为郯庐断裂带屏蔽的强震观测台如宿迁台、新沂台和淮安台都没有触发,这表明了郯庐断裂带对地震波的隔震作用。     

郯庐断裂带江苏新沂——安徽宿松段地震危险性分析

通过对郯庐断裂带江苏新沂—安徽宿松段历史及现代地震活动性分析、地震地质调查结果及沿线跨断层水准测量结果的综合分析,认为郯庐断裂带新沂—宿松段近期地震危险性主要位于新沂—泗县一带和明光一带,其中新沂—泗县一带近期有发生MS5.0～6.0级地震的活动背景;明光一带近期有发生MS5.0级地震的活动背景。     

Seismic Monitoring Network and Seismic Activities in Thailand

The details of seismic monitoring network and seismological work in Thailand,including some information on felt earthquakes that occured from 2000 to August 2001,are reported here.     

Seismic Observations and Seismic Hazard Studies in the Philippines

It has taken more than a hundred years for seismic observations in the Philippines to evolve to a modern observation system.The responsibility of seismic observations was likewise transfeered from one agency to another during this same period of time.At present,the mandate of conducting seismic observatins in the Philippines rests with the Philippine Institute of Volcanology and Seismology(PHIVOLCS),In 2000,through a grant aid from the Japan International Cooperation Agency(JICA),the Philippine Seismic netowrk was upgraded to a digital system.As a result,a new set of seismic monitoring equipments was installed in all of the 34 PHIVOLCS seismic stations all over the country,Digital waveforms are now available for high level seismic data processing.and data acquisition and processing are now automated.Included in the upgrade is the provision of strong motion accelerographs in all stations whose data can now be used for studying ground motion and intensity attenuation relations,The new setup is now producing high-resolution data that can now be used for conducting basic seismological researches,Earthquake locations have now improved allowing for the modeling and delineation of earthquake source regions necessary for earthquake hazard studies.Current seismic hazard studies in the Philippines involve the estimation of ground motion using both probabilitstic and deterministic approaches,seismic microzonation studies of key cities using microtremor observations,paleoseismology and active faults mapping ,and identification of liquefaction-prone,landslide-prone nd tsunami-affected areas.The earthquake database is now being reviewed and completed with the addition of historical events and from data from regional databases,While studies of seismic hazards were primarily concentrated on a regional level ,PHIVOLCS is now focusing on doing these seismic hazard studies on a micriolevel.For Metro Manila,first generation hazard maps showing ground rupture,ground shaking and liquefaction hazards have recently been completed.Other large cities that are also at risk from large earthquakes are the next targets.The elements at risk such as population,lifelines,and vertical and horizontal structures for each of these urban centers are also being incorporated in the hazard maps for immediate use of planners,civil defense officials,policy-makers and engineers.The maps can also now be used to describe possible scenarios during times of strong events and how appropriate socio-economic and engineering responses could be designed.In addition,a rapid earthquake damage assessment system has been started which will attempt to produce immediate or rapid assessments identification of elements at risk durin times of strong earthquakes     

云南地震台网与中国地震台网、美国地震台网测定震级的对比

利用云南地震台网全面数字化之后(2008-2017年)的记录资料,按照《地震震级的规定》(GB17740-2017)规定的测定方法,对云南地震台网记录的ML≥4. 0地震,重新人工测量其宽频带面波震级MS(BB)和矩震级Mw,与中国地震台网测定的MS7以及美国地震台网(NEIC)测定的MW(NEIC)进行对比分析。结果表明:①MS(BB)和MS7测量方法相同,量规函数相等,两者一致性最好。②对于面波震级与矩震级,当MW在3. 5左右时,MS7,MS(BB)与MW一致性最好;MW<3. 5时,MS7和MS(BB)均小于MW;MW> 3. 5时,MS7和MS(BB)大于MW。③MS(BB)与美国地震台网相比较,MS(BB)在5. 5和6. 0左右时,与MW(NEIC)一致性最好,几乎相等;MS(BB)<5. 5时,MS(BB) 6. 0时,MS(BB)> MW(NEIC)。④MW和MW(NEIC)之间存在偏差,MW整体小于MW(NEIC)。     

美国地震区划图的发展——地震危险性图与抗震设计图

在过去的数十年里,美国地震区划图随着建筑抗震设计需求而不断发展变化,从最初的一张图发展成现今抗震设计图和地震危险性图两图共生的形式。地震危险性图主要反映依据地震科学认识与基础观测资料评估得到的国土地震危险性分布,抗震设计图则继承了传统地震区划图的主要功能,反映国土范围内建筑抗震设计所需地震动设计参数的分布,服务于建筑设计。依据抗震设计需求,美国地震区划图的演化过程可划分为地震系数分区区划、设计地震地震动区划和最大考虑地震地震动区划3个阶段,各阶段均始于地震危险性图的改进,并以抗震设计理念与方法的更新换代以及与之相适应的抗震设计图的编制为标志。本文总结了美国地震区划图的演化历程,对地震危险性图与抗震设计图发生变革的技术原因、主要特征、应用意义及其影响进行了重点的分析与论述。     

Seismic Network,Seismic Activity and Seismological Research of Vietnam

In this paper,a historical review of the seismic network of Vietnam and the ability of the network to monitor earthquakes is presented.The seismic activity of Vietnam as a country of high seismictiy in the last century and since the beginning of the new century is described.The current state of seismological research in Vietnam and cooperation with institutions outside of Vietnam is outlined.     

钢筋混凝土框架抗震结构地震能量分布及耗散研究

基于能量平衡原理,对多层钢筋混凝土框架结构的地震输入能量的分布及耗散规律进行了研究。选用8条天然地震波和2条人工波,运用Perform-3D软件,对多层钢筋混凝土框架结构模型在7度罕遇地震作用下的弹塑性能量进行数值仿真计算。计算了钢混框架结构在不同地震波下的地震总输入能量、滞回耗能、阻尼耗能以及滞回耗能占总耗能的比例时程,分析了地震能量在各分量中的分布及分配规律;分析了阻尼比和延性比对地震输入能量的影响,确定了滞回耗能随阻尼比和延性比的变化规律;研究了钢筋混凝土框架结构梁柱构造和竖向侧移刚度变化对地震输入能及其分量的影响,确定了多层钢筋混凝土框架结构滞回耗能沿竖向的分布规律及沿横向在框架构件中的分配,研究了框架结构存在薄弱层情况下的滞回耗能的分布规律。揭示了多自由度钢筋混凝土框架结构地震输入能量及其分布规律,可为基于能量平衡原理的抗震设计理论在工程实际中的运用提供有益的参考。     

Seismic gaps and plate tectonics: Seismic potential for major boundaries

The theory of plate tectonics provides a basic framework for evaluating the potential for future great earthquakes to occur along major plate boundaries. Along most of the transform and convergent plate boundaries considered in this paper, the majority of seismic slip occurs during large earthquakes, i.e., those of magnitude 7 or greater. The concepts that rupture zones, as delineated by aftershocks, tend to abut rather than overlap, and large events occur in regions with histories of both long- and short-term seismic quiescence are used in this paper to delineate major seismic gaps.In detail, however, the distribution of large shallow earthquakes along convergent plate margins is not always consistent with a simple model derived from plate tectonics. Certain plate boundaries, for example, appear in the long term to be nearly aseismic with respect to large earthquakes. The identification of specific tectonic regimes, as defined by dip of the inclined seismic zone, the presence or absence of aseismic ridges and seamounts on the downgoing lithospheric plate, the age contrast between the overthrust and underthrust plates, and the presence or absence of back-arc spreading, have led to a refinement in the application of plate tectonic theory to the evaluation of seismic potential.The term seismic gap is taken to refer to any region along an active plate boundary that has not experienced a large thrust or strike-slip earthquake for more than 30 years. A region of high seismic potential is a seismic gap that, for historic or tectonic reasons, is considered likely to produce a large shock during the next few decades. The seismic gap technique provides estimates of the location, size of future events and origin time to within a few tens of years at best.The accompanying map summarizes six categories of seismic potential for major plate boundaries in and around the margins of the Pacific Ocean and the Caribbean, South Sandwich and Sunda (Indonesia) regions for the next few decades. These categories range from what we consider high to low potential for being the site of large earthquakes during that period of time. Categories 1, 2 and 6 define a time-dependent potential based on the amount of time elapsed since the last large earthquake. The remaining categories, 3, 4, and 5, are used for areas that have ambiguous histories for large earthquakes; their seismic potential is inferred from various tectonic criteria. These six categories are meant to be interpreted as forecasts of the location and size of future large shocks and should not be considered to be predictions in which a precise estimate of the time of occurrence is specified.Several of the segments of major plate boundaries that are assigned the highest potential, i.e., category 1, are located along continental margins, adjacent to centers of population. Some of them are hundreds of kilometers long. High priority should be given to instrumenting and studying several of these major seismic gaps since many are now poorly instrumented. The categories of potential assigned here provide a rationale for assigning prorities for instrumentation, for future studies aimed at predicting large earthquakes and for making estimates of tsunami potential.Lamont-Doherty Geological Observatory Contribution No. 2906.     

地震信息社会服务与地震安全探讨

提高地震安全,减轻地震灾害造成的经济损失和人员伤亡,地震信息社会服务是不可缺少的途径。地震信息主要包括法规建设、地震监测、震害防御和应急救援资料,服务内容包括法规宣传和普及、地震灾害影响服务、工程建设监管服务和防灾避震服务等。通过地震信息社会服务,可以增强社会防灾意识,提高建设工程安全,减轻地震灾害损失。     

临夏地震台观测到的临震预滑和震颤震相

对临夏地震台的YRY-4分量应变仪、水位仪和地震仪记录数据分析后发现:2008年5月12日汶川M_W7.9地震前,在3种不同学科的观测记录上,在相近时间段内均记录到了预滑震相Xp和震颤震相Tp。总结Xp震相和Tp震相记录特征的基础上,试图用实验室做的小尺度黏滑实验结果来佐证和解释所记录到的临震预滑和震颤震相的物理机制。结果表明:临震前的2008年4月18日和5月6日,临夏台所处的地块发生了2次较大幅度的预滑错动,在预滑发生前后还伴有N次震颤现象发生。临震前这2次较大幅度的预滑错动有可能引发了汶川M_W7.9地震。     

晋冀蒙交界地区地震危险性评估及地震活动性分析

本文利用晋冀蒙交界地区1500年以来记录较完整的M_S5.0及以上历史地震烈度资料和2000年以来的地震活动资料，分别进行地震灾害危险性和地震活动性分析。首先，利用ArcGIS将历史地震烈度资料数字化，没有等震线记录的地震用烈度衰减关系计算烈度圈半径。将研究区划分成0.1°×0.1°的网格，将烈度资料分配到与之相交的每个网格，并用烈度-频度关系计算每个网格的烈度a、b值。基于地震发生遵从泊松分布的假定，估算未来50年内晋冀蒙交界区遭受某一地震烈度的超越概率。同时，计算50年超越概率10%对应的地震烈度，计算结果表明张家口蔚县、阳原和山西广灵县周边地区的地震危险性较高。最后，采用中小地震能量密度值计算方法，对2000年以来的现今地震活动进行定量分析，与历史地震烈度资料分析结果进行对比，发现中小地震活动圈定的危险区与历史地震烈度资料评估计算的概率高值区相对应，因此，这两种方法可为晋冀蒙交界地区的地震活动性和危险性评价提供参考。