简介：Thepaperfirstintroducestheconcepts,methodandrecentdevelopmentofWebGIStechnology,thendiscussesthefunctionalityandapplicationprospectofWebGISinthefieldofseismologicalstudy,finallythepapergivesapresentationonapplicationofWebGIStoseismologicalstudyandconstructsaWebGISinformationsystemforseismologicalstudybyusingGIScomponentMO/MOIMS.ThesystembasedonBrowser/ServerarchitecturecanimplementsthesharingofspatialdataandGISapplicationsandpartlycollaboratingwork.ThisWebGISsolutionhasimportantsignificanceforseismologicalstudyanddeservestofurtherresearch.

简介：Thispaperreviewsbrieflytheprogressesmadeduringthelastfouryears(1999～2002)instudyofseismotectonicsinChina,especiallyappraisestheachievementsinthefieldsofthecrustalanduppermantle'sstructure,theactivefaultsandtectonicsettingoflargeearthquakes,thecrustaldeformation,andthenumericalsimulation.MostearthquakesoccurredinChinabelongtocontinentalearthquakes.Therefore,Chineseseismologistspaymoreattentiontothecontinentalearthquakes.BasedonimprovementsoftheobservationsystemsinChinaduringtheninthFive-YearPlan,thestudiesonseismotectonicshaveachievedgreatprogresses.

简介：外壳的压力地在地球动力学研究容纳重要职务，例如在板运动模拟，Qinghai-Xizang(西藏)高原和地震准备和出现高举。然而，大多数外壳的压力研究特别地在压力方向的决心上强调，与目前在压力大小上被做的小学习。在从地质、地球物理、许多其他的方面在压力大小研究上考察想法以后，在大地震和地震破裂的压力落下张肌前后根据压力方向的偏转在来源区域估计压力大小的一个方法被开发了。建议方法能被平均明显的压力也在大地震前后补充。在大地震前后的压力方向偏转能被前震和余震和地震来源产生的压力落下领域的巨大的焦点的机制转换能被地震的破裂的详细分发计算。在它的大小和方向被知道的地方，数学关系然后能在压力落下领域之间被构造并且在大地震前后的压力张肌在它的方向被知道，但是大小是未知的的地方，从而获得压力大小。在大地震前后的平均明显的压力能被使用散发的精力和到应力的前震和余震和不同回答的地震时刻张肌掉的宽带的目录获得。这种关系在大地震前导致压力大小的另一个评价。压力大小和它的错误被联合二个方法抑制，它为geodyuamics学习提供新限制。

简介：ＰｒｅｌｉｍｉｎａｒｙｓｔｕｄｙｏｎｔｈｅｄｕｒａｔｉｏｎｏｆｅａｒｔｈｑｕａｋｅａｃｔｉｖｉｔｙＦｕ－ＭｉｎｇＨＵＡＮＧ（黄福明）（ＩｎｓｔｉｔｕｔｅｏｆＣｒｕｓｔａｌＤｙｎａｍｉｃｓ，ＳｔａｔｅＳｅｉｓｍｏｌｏｇｉｃａｌＢｕｒｅａｕ，Ｂｅｉｊｉｎ...

简介：Theseismicconceptualdesignisanessentialpartofseismicdesigncodes.Itpointsoutthattheterm'seismicconceptualdesign'shouldimplythreeaspects,i.e.,thegivenconceptitself,thespecificprovisionsrelatedtothegivenconceptandthedesigningfollowingtheprovisions.Seismicconceptualdesigncanbeclassifiedintotwocategories:thestrictortraditionalseismicconceptualdesignandthegeneralizedseismicconceptualdesign.Theauthorsaretryingtodefineforbothconceptualdesignstheirconnotationsandstudytheircharacteristics,inparticular,thedifferencesbetweenthem.Authorsemphasizethatbothconceptualdesignssoundveryclose,however,theirdifferencesareapparent.Thestrictconceptualdesignsareusuallyworkedoutdirectlyfromengineeringpracticeand/orlessonslearntfromearthquakedamage,whilethegeneralizedconceptualdesignsareresultedinaseriesofvisionsaimingtorealizethegeneralobjectivesoftheseismiccodes.Thestrictconceptualdesigns,(traditionalconceptualdesigns)areindispensableelementsofseismiccodesinassuringdesignedstructuressaferandthegeneralizedconceptualdesignsareplayingkeyrolesindirectingtoamoreadvancedandeffectiveseismiccodes.

简介：TodeterminethestudyingregionofChinaTestingCenteroftheCollaboratoryfortheStudyofEarthquakePredictability(CSEP),weadoptedtheEntire-Magnitude-Range(EMR)methodtostudythespatialdistributionofminimummagnitudeofcompleteness(MC)intheNorth-SouthTrendingSeismicBelt(NSTSB)duringtheperiodfromOctober1,2008toMay31,2011.AlsobootstraptestingwasperformedtoestimatetheuncertaintyofMC,i.e.δMC.TheresultsshowthatMC(EMR)=1.6±0.03forthewholeregion.FromthespatialdistributionsofMCwefindthatMCisintherangeofML1.3～2.0formostregions.Specifically,thespatialdistributionofMCisconsistentwiththedistributionofstationsindicatinghighmonitoringlevelinthesouthernpartandlowmonitoringlevelinthenorthernpart.EventslocatedwithlessthanthreestationshavegreatinfluenceonMc.Moreover,theuncertaintyofminimummagnitudeofcompletenessδMCrangesfrom0.07to0.22.ThespatialdistributionofδMCagreeswiththeseismicrate.TheshortertimespanmaycauselargerδMC.

简介：　　Introduction　　Withrapiddevelopmentandadvancementofeconomyandsociety,lotsofcitygroupsorcitybeltswithex-tra-largecitiesastheircentershavebeenformedinChina.Theregionsthesecitygroupslieinusuallyhavewell-developedeconomy,densepopulation,andareregionalpoliticsandculturecenters.Somegroupslieintheregionswithhighlevelofearthquakeactivity,suchastheSurroundingCapitalCityGroupwiththecentersofBei-jingandTianjin.Oncealargeearthquakeoccurs,itsinfluencewillspreadtoveryextensiveregionanditsdisasterwillbetremendoustoo.Soearthquakeresistanceanddisastermitigationofcitygroupwillbeverysignificantissue.Thecitiesinagrouphaveclosedistancewitheachother;theycancarryoutunifiedpreparationfordisasterasonewholeandreducetheheavyloadofsinglecitybeforeanearthquake,andhaveanadvantageofpromptmutual-aidafteranearthquakebecauseofclosedistance.Itisespeciallysignificanttomitigatetheloseoflives.Oneimportantpreconditionisthatallthecitiesinonegroupcannotbeexposedtothesamelevelofdestroyduringoneearth-quake.Sothedivisionofcitygroupintheregionwithdensecitiesdistributionshallbeverysignificanttotheemergentmutual-aidinearlytimeafteralargeearthquake.Forthisgoal,thecharacteristicsandcorrelativityofearthquake′simpactoncitiesinonegroupneedtoclearlybeconsidered.Thecitieswithsimilarfeaturesandstrongcorrelativityofhistoricalearthquakeinfluencehavelargechancetosuffersameleveldestroyduringthefuturestrongearthquakeandaredisadvantagetoprovidemutual-aidandshallnotbedividedintoonegroup.　　……

简介：在这介绍了纸试验性的学习的结果和沉淀特征的分析不过与泥土粒子的不同内容从土壤样品被获得实验室扫描的动态triaxial测试，激光粒子尺寸分析，化学分析和电子显微镜。由获得的数据的比较，下列结论被抽出：(1)黄土的稳定性与泥土的不同内容变化；(2)关系在之间动态砍力量和泥土粒子不单调，却寓言；(3)在一样的巩固比率，粘土似的黄土是最弱沉淀抵抗当泥土粒子内容在之间时16%17%。

简介：Inthispaper,wefirstlyanalyzethe"3,400traveltimetable"usedforalongtimeinXinjiangSeismologicalNetworktoobtainthevelocitystructuremodelsinaccordwiththetablebyfitting.ThenwefitthevelocityofallseismicphasesrecordedinXinjiangregioninJanuary2009~December2013.Simulationanalysisisdoneonthereliabilityandstabilityofthevelocities,andaconceptisproposedforbuildingsubareacrustalvelocitymodelsaccordingtopartitioningofseismicclusterregions.ThecrustalvelocitymodelsuitablefortheYutianareaisfittedwiththedataofallphasesofseismiceventswithinaradiusof1°aroundthe2014YutianM_S7.3earthquakesinceJanuary2009,andthemodelisappliedtotherelocationoftheYutianM_S7.3earthquakeanddeterminationoffocaldepthsoftheearthquakesequence.

简介：在这份报纸，用在云南和它的邻近的区域的中等强壮的地震的焦点的机制解决方案，并且基于焦点的机制解决方案的参数的统计分析，我们详细在云南区域讨论了地震差错类型和现代构造压力领域的特征。结果证明很中等强壮的地震发生在云南区域具有罢工--滑动类型，等于80%总数。指责的正常和有有罢工滑倒地震的罢工滑倒和颠倒和颠倒的正常在比例是几乎相等的，大约8%各个。云南区域的构造压力领域是在水平附近的，并且地震差错飞机的剧降大。有三主要动态来源，对一个人是的云南区域起作用从Myanmar，老挝和越南的NE，NNE和指导NNW的代理力量；第二是SE-SSE从四川和四川云南菱形块的指导力量并且第三是NW-NNW从华南块的指导力量。这三代理力量控制了主要差错的指责的行为和云南和它的邻近的区域的强烈地震活动的特征。

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简介：Anewretrofittingmethodisproposedhereinforreinforcedconcrete(RC)structuresthroughattachmentofanexternalstructure.Theexternalstructureconsistsofafiberconcreteencasedsteelframe,connectionslabandtransversebeams.Theexternalstructureisconnectedtotheexistingstructurethroughaconnectionslabandtransversebeams.Pseudostaticexperimentswerecarriedoutononeunretrofittedspecimenandthreeretrofittedframespecimens.Thecharacteristics,includingfailuremode,crackpattern,hysteresisloopsbehavior,relationshipofstrainanddisplacementoftheconcreteslab,aredemonstrated.Theresultsshowthattheloadcarryingcapacityisobviouslyincreased,andtheextensionlengthoftheslabandthenumberofcolumnswithintheexternalframeareimportantinfluencefactorsontheworkingperformanceoftheexistingstructure.Inaddition,thedisplacementdifferencebetweentheexistingstructureandtheouterstructurewascausedmainlybythreefactors:sheardeformationoftheslab,extractionoftransversebeams,anddriftoftheconjunctionpartbetweentheslabandtheexistingframe.Furthermore,thetotaldeformationdeterminedbythefirsttwofactorsaccountedforapproximately80%ofthedamage,thereforethesefactorsshouldbecarefullyconsideredinengineeringpracticetoenhancetheeffectsofthisnewretrofittingmethod.

简介：Sincethesimilarityinsizedistributionofearthquakesandacousticemissions(AE)wasfoundinthe1960s,manylaboratorystudieshavebeenmotivatedbytheneedtoprovidetoolsforthepredictionofminingfailuresandnaturalearthquakes.Thispaperaims,ontheonehand,todrawanoutlineoflaboratoryAEstudiesinthelast50years,whichhaveaddressedseismologicalproblems.TopicsincludethepowerlawsinwhichthesimilaritybetweenAEsandearthquakesisinvolvedandprogressthathasbeenmadeinAEtechnologyandlaboratoryAEstudy.Ontheotherhand,thisstudywillhighlightsomekeyissuesintensivelydiscussed,especiallyinthelastthreedecades,suchasaspectsrelatedtothepre-failuredamageevolution,faultnucleationandgrowthinbrittlerocksanddiscussfactorsgoverningtheseprocesses.

简介：Inthispaper,therelationshipsoftheplungesandazimuthsofTandPaxesversusthestrikes,dips,andrakesoftwoseismicnodalplaneswerederivedtoprovidereferenceforearthquakeresearchers.TheindependenceoftheplungesandazimuthsofT,B,andPaxesinfocalmechanismsolutionwasdiscussed,anditwasconcludedthatthreeparameters,i.e.,theazimuthsofT,BandPaxes,arecompletelyindependent.ThefocalmechanismsolutionrepresentationbasedonEulerrotationwasintroduced,usingthreeEuleranglesinplaceoftheplungesandazimuthsofT,B,andPaxes,andthreefocalmechanismsolutionrepresentationswerebrieflycomparedandanalyzedinrespectofaccuracyonthebasisoftheassumptionofrounding;itwasconcludedthattheEuleranglerepresentationhasbetteraccuracy,comparedwiththeazimuthrepresentationandthetraditionalrepresentationwithT,B,andPaxes.

简介：Atrapezoidvalleysiteischosenasaresearchsite,andaccordingtonumericalmodelsbasedonorthogonaldesign,thefactorsinfluencinggroundmotioninthevalleysitearestudiedwithtwo-dimensionalfinitedifferencemethod.Theinfluencingfactorsareranked,andthenthecalculationresultsareverifiedbygroundmotionanalysis.Theconclusionsareasfollows:therearefourfactorsthathaveimportanteffectsongroundmotionoftrapezoidvalleysites,buttheeffectsaredifferentasthelocationofsiteschanges,theinfluencingfactorsrankdifferentlywithdifferentsitelocations;Therankingoftheinfluencingfactorsisthesameforallthesiteslocatedwithinadistanceof40mfromthevalley'sside,amongthem,themosteffectiveoneisthevalleyslopeangleranks,followedbydepth-to-widthratio,overburdenthickness,atlasttheinputgroundmotionintensity.Theimpactofthefactorsonsurfacegroundmotionisroughlythesameinthevalleysiteswithinacertaindistancetothevalleyside,andthegeometricparametersofthevalleyterrainplayagreaterpartininfluencinggroundmotion.Withtheincreaseofdistanceawayfromthevalley'sside,therankingoftheinfluencingfactorsalsochanges,theratingofslopeanglemovesbackward,therankingoftheinputgroundmotionandoverburdenthicknessmoveahead.Theeffectofvalleygeometricparametersongroundmotionsisgraduallyweakened,buttheeffectofothertwoinfluencefactorsaregraduallyincreased,similartocasesofahorizontallayeredsite.StrongmotionrecordsinAnningRivervalleysitewereanalyzed,andtheresultsshowthatthevalleytopographyhasasignificantamplificationeffectongroundmotion,andthatthenumericalresultsofthispaperarecredible.

简介：Inthispaper,weconductedaregressionanalysisoftheintensitydistributiondataof146earthquakes(M≥5.0)whichoccurredintheperiodfrom1900to2014.Accordingtopreviousresearch,Yunnanisdividedinto3tectonicregions.Thenweusethedataoftheisoseismiclinesinthese3regionstofittheintensity-attenuationmodelofeachregion.SincetherewereafewM≥7.0earthquakesinthis114-yearperiod,thefittedintensity-attenuationmodelofthestrongearthquakeswouldberandomoruncertain.Tosolvethisproblem,weintroducetheRuptureScalerelationshiptolimitingourfittedintensity-attenuationmodelofstrongearthquakes.Wechoosetheempiricalrelationshipofmagnitudeandrupture-scale,whichwasproposedbyLiZhonghuaandQinJiazheng,tocorrectthesizeoftheinfluencefieldestimatedthroughourintensity-attenuationmodel.Comparingourintensity-attenuationmodelswiththepreviousones,wefindthatinacertaintectonicregion,theintensityisoseismalsestimatedthroughourmodelhaveaverageminimumerrorwiththerealintensityisoseismaldecidedthroughfieldinvestigation.Therefore,itismoreadvisabletochoosethesmall-scalezonefortheintensity-attenuationevaluation

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简介：Themeasurementofundergroundmediumvariationusingarepeatedartificialsourcehasgraduallybecomeanimportantgoaltopursue.Inrecentyears,wehavedevelopedandimprovedatechnologysystemwithlargecapacityairgunsexcitedinlandreservoirsbytransplantingmarineseismicexplorationtechnology.Theexcitationeffecthasacloserelationshiptoairguncapacity,waterenvironment,andexcitationconditions.Inviewthatlargecapacityairgunmustbeexcitedwithoutawaterenvironment,weexpandthesystemtouseindownhole.BasedontheBHS-2200LLdownholeairgunwithacapacityof250in3,thispapercarriesoutacomparativeanalysisonthecharacteristicsofanairgunsourceexcitedin0.2m-and5.0m-diameterwells,andtheresultsshowthat:(1)Thedominantfrequencyoftheairgunsignalexcitedina5.0mwellismainlyfrom10Hzto40Hz,lowerthanthatina0.2mwell,andthelargerbodyofwaterisgoodforbubbleoscillation.(2)Intermsofexcitingenergy,thesignalexcitedina5.0mwellhasstrongerenergythanina0.2mwell,withadifferenceof1orderinmagnitude,andthesignalcanbedetectedupto9kmexcitedina5.0mwellwithasingleshot.(3)Theairgunsignalhasgoodrepeatabilityinbothexcitationwells.Thedownholeairgunexcitationtechnologysystemhaspotentialapplicationindynamicmonitoringnearafaultzonewithasmallscalerange,explorationofoilandmineralresources,andmodernurbangeophysicalenvironment.

简介：Sandwichmasonrywallsarewidelyusedasenergy-savingpanelssincetheinterlayerbetweentheouterleavescanactasaninsulationlayer.Newtypesofsandwichwallsarecontinuallybeingintroducedinresearchandapplications,andduetotheiruniquebondpatterns,experimentalstudieshavebeenperformedtoinvestigatetheirmechanicalproperties,especiallywithregardtotheirseismicperformance.Inthisstudy,threenewtypesofsandwichmasonrywallhavebeendesigned,andcycliclateralloadingtestswerecarriedoutonfivespecimens.Theresultsshowedthatthespecimensfailedmainlyduetoslippagealongthebottomcracksorthedevelopmentofdiagonalcracks,andthefailurepatternswereconsiderablyinfluencedbytheaspectratio.Analysiswasundertakenontheseismicresponseofthenewwalls,whichincludedductility,stiffnessdegradationandenergydissipationcapacity,andnoobviousdifferencewasobservedbetweentheseismicperformanceofthenewwallsandtraditionalwalls.Comparisonsweremadebetweentheexperimentalresultsandthecalculatedresultsoftheshearcapacity.ItisconcludedthattheformulasinthetwoChinesecodes(GB50011andGB50003)aresuitableforthecalculationoftheshearcapacityforthenewtypesofwalls,andtheformulainGB50011tendstobemoreconservative.