简介:Twoaspectsofanewmethod,whichcanbeusedforseismiczoning,areintroducedinthispaper.Ontheonehand,theapproachtoestimatebvalueandannualactivityrateproposedbyKijkoandSellevollneedstousetheearthquakecatalogue.Theexistingearthquakecataloguecontainsbothhistoricalandrecentinstrumentaldatasetsanditisinadequatetouseonlyonepart.Combiningthelargenumberofhistoricaleventswithrecentcompleterecordsandtakingthemagnitudeuncertaintyintoaccount,Kijko’smethodgivesthemaximumlikelihoodestimationofbvalueandannualactivityrate,whichmightbemorerealistic.Ontheotherhand,thismethodconsidersthesourcezoneboundaryuncertaintyinseismichazardanalysis,whichmeanstheearthquakeactivityrateacrossaboundaryofasourcezonechangessmoothlyinsteadofabruptlyandavoidstoolargeagradientinthecalculatedresults.
简介:HistoricaldataregardingZhangHeng'sseismoscopeisnotsingularproof.Actually,thefourearliesthistoricaldocuments,i.e.,ContinuationofHistoriographyofHanDynasty,HistoriographyoftheLaterHan,BookoftheLaterHanandDingRecordallhaverelevantrecordsofitsstructure,size,principle,responsetoearthquakeandactualapplications.Thesefiveaspectsaresupportedbyarchaeologicalresearch,unearthedculturalrelics,historicalearthquakesandmodernseismologicalstudy.Thesehistoricalmaterialscontainagreatdealofspecificinformationaboutthisancientseismoscope.Inconclusion,theauthenticityandreliabilityofZhangHeng'sseismoscopeareverified.
简介:ProcessofsourcedynamicsoftheJingtaiearthquake(M=6.2)Xue-BinDU(杜学彬);Zhi-DeYAN(闫志德)andMing-WuZOU(邹明武)(EarthquakeResearchInstitu...
简介:
简介:RelationshipbetweenH2releaseandseis-micityonXiadianFaultQING-WUGAO(高清武),NILI(李霓)InstituteofGeology,ChinaSeismologicalBureau,...
简介:IonosphereicfoF2variationsareverysensitivetotheseismiceffectandresultsofionosphericperturbationsassociatedwithearthquakesseemtoveryhopefulforshort-termearthquakeprediction.OnJanuary18,2011at20:23UTagreatearthquake(M=7.2)occurredinDalbandin(28.73°N,63.92°E),Pakistan.Inthisstudy,wehavetriedtofindoutthefeaturesofpre-earthquakeionosphericanomaliesbyusingthehourlydaytime(08.00a.m.-05.00p.m.)dataofcriticalfrequency(foF2)obtainedbythreeverticalsoundingstationsinstalledinIslamabad(33.78°N,73.06°E),Multan(32.26°N,71.51°E)andKarachi(24.89°N,67.02°E),Pakistan.TheresultsshowthesignificantanomaliesoffoF2intheearthquakepreparationzoneseveraldayspriortotheDalbandinearthquake.ItisalsoobservedthattheamplitudeandfrequencyoffoF2anomaliesaremoreprominentattheneareststationtotheepicenterascomparedtothosestationsneartheoutermarginoftheearthquakepreparationzone.TheconfidencelevelforionosphericanomaliesregardingtheseismicsignaturescanbeenhancedbyaddingtheanalysisofsomeotherionospheicparametersalongwithcriticalfrequencyofthelayerF2.
简介:一、地震基本参数表1 地震基本参数表发震时间年月日时分秒震 中 位 置微 观宏 观东经北纬东经北纬参考地名震级(MD)震源深度(Km)震中烈度 地震类型 1987080217071157°251°115°38′24°59′江西寻乌56178Ⅶ震群 微观震中与宏观震中不吻合,两者相距15Km左右,前者位于Ⅶ度极震区的外围的澄江附近。(图10-1)。图10-1 1987年8月2日寻乌地震等震线图二、地震烈度分布本次地震的宏观震中位于寻乌县城关北西3公里的文峰乡长举村附近,震中烈度Ⅶ度(图10-1)。Ⅶ度区(极震区):Ⅶ度等震线包围了寻乌县城关长宁镇及文峰乡的下河岭、黄坳、石圳、长溪和三标乡的的香
简介:自《中华人民共和国防震减灾法》于1998年3月1日施行以后,我国又相继颁布了《地震监测管理条例》、《破坏性地震应急条例》、《地震预报管理条例》、《地震安全性评价管理条例》等四个条例。中国地震局先后颁布了《建设工程抗震设防要求管理规定》、《地震安全性评价资质管理办法》、《地震行政执法规定》等七个规章,内蒙古自治区相应颁布了《内蒙古自治区防震减灾条例》以及《内蒙古自治区地震安全性评价管理办法》等相关政府规章。
简介:一、地震基本参数表1 地震基本参数表发震时间年月日时分秒震 中 位 置微 观宏 观东经北纬东经北纬参考地名震级(MD)震源深度(Km)震中烈度 地震类型 199206020019497117°51′24°21′117°52′24°21′龙海白水40Ⅴ199206020021107117°51′24°21′117°51′24°21′龙海白水42Ⅴ 宏观震中与微观震中非常吻合,仅稍偏东1分。两次地震前后间隔时间2分半钟,在原地重复。二、地震烈度分布地震宏观调查主要在Ⅴ、Ⅳ度区内进行,从图15-1上可以看出,Ⅳ度区内调查点相对较稀,Ⅲ度线是以电话调查为主来确定的。图15-1 1992年6月2日龙海
简介:一、地震基本参数表1 地震基本参数表发震时间年月日时分秒震 中 位 置微 观宏 观东经北纬东经北纬参考地名震级(MS)震源深度(Km)震中烈度 地震类型 19950225111508118°42′24°22′晋江海外5310Ⅵ主余震型 本次地震的宏观震中,未作推断,从图面的合理性考虑,应在微观震中的北偏西10余公里处。二、地震烈度分布由于震中位于海域,离震中最近的金井围头也有20公里左右。在所有的现场调查点中,最高烈度值只有Ⅴ度,故仅勾划出一条Ⅴ度等震线(图21-1)。图21-1 1995年2月25日晋江海外地震等震线图Ⅴ度区:Ⅴ度等震线在惠安的辋川、斗尾一带入海,向西南,经过南安的洪濑,安
简介:Athree-dimensionalrigidbodyontheshapeofaparallelepipedismodelledinordertorockonasideoravertexofthebase,inordertoevaluatetheseismicresponseofrigidblockslyingonahorizontalsupport.Thecenterofmassofthebodyisconsideredaseccentricwithrespecttoitsgeometriccenter.Asseismicinput,threeItalianrecordedaccelerograms,withdifferentspectralcontent,areused.Thestudyismainlyconductedtohighlightthedifferencesbetweentheseismicresponseof2Dand3Dmodelsofrigidblocks,withtheaimtounderstandif,insomecases,theuseofthe3Dmodelofrigidblockisrequiredtoobtainsaferresults.Infact,theoutcomesshowthatinsomerangesofthegeometricalandmechanicalparametersthatcharacterizetheexcitationandthebody,atwo-dimensionalmodel,whichisnotabletoconsiderthe3Drockingonavertex,canprovideunsaferesults.Inparticular,itisfoundthattheoverturningprocessofthethree-dimensionalblockcanoccurunderexcitationswhicharelowerthanthosewhichoverturnacorrespondingtwo-dimensionalblock.