简介：Siteengineeringseismicsurveyprovidesbasicdataforseismiceffectanalysis.Asanimportantparameterofsoil,shear-wavevelocityisusuallyobtainedthroughwavevelocitytestinginborehole.Inthispaper,thepassivesourcesurface-wavemethodisintroducedintothesiteengineeringseismicsurveyandpracticallyappliedinanengineeringsiteofShijingshanDistrict.Byrecordingtheubiquitousweakvibrationontheearthsurface,extractthedispersioncurvefromthesurface-wavecomponentsusingtheSPACmethodandobtaintheshear-wavevelocitystructurefrominversion.Overthedepthof42munderground,ittotallyconsistsoffivelayerswithinterfacedepthof3.31,4.50,7.23,17.41,and42.00m;andshear-wavevelocityof144.0,198.3,339.4,744.2,and903.7m/s,respectively.Theinversionresultisusedtoevaluatesiteclassification,determinethemaximumshearmodulusofsoil,providebasisforfurtherseismichazardanalysisandsiteassessmentorsitezoning,etc.Theresultshowsthatthepassivesourcesurface-wavemethodisfeasibleinthesiteengineeringseismicsurveyandcanreplaceboreholes,shortensurveyperiod,andreduceengineeringcosttosomeextent.

简介：Basedontheprincipleformulaforthefour-componentstrainmeters,wecandirectlyobtainthespecificplanestrain,shearstrainandazimuthalangleoftheprincipalstrain,andthemaximumandminimumprincipalstrainscalculatedafterwardsaretheindirectresult.TheproblemsofpracticalityofthesensitivitycoefficientsAandBofplanestrainandshearstrainarethendiscussed.Basedonthisidea,weanalyzedtheobservationdataofseveralfourcomponentboreholestrainmetersneartheepicenteroftheYiliangMS5.7earthquakein2012andtheLudianMS6.5earthquakein2014intheZhaotongarea,YunnanProvince.Theresultsshowthattheanalysisbasedontheperspectiveofplanestrainandshearstrainhasanobviouslybettereffectthanthatbasedonthecomponentreadings,andcandirectlypeelofftherespectiveabnormalityoftheplanestrainandshearstrain.Inaddition,thecorrelationcoefficientcurvesbetweenmeasureddataoftwoplanestrainsshowsignificantanomalieswhichoftenoccurseveraldaysbeforeandduringtheearthquake.

简介：InseismichazardanalysisofnuclearpowerplantofChinathereisaneedtoidentifybothseismogenicstructuresandseismotectoniczones.Inpastpractice,theidentificationoftheseismogenicstructureswasoftenbasedonthesurfaceactivefaultsandcharacterizationoflinearseismicsource.Inasituationwhichshowsquitestrongnon-randomseismicactivityandlackssurfaceactivefaults,itisdifficulttoevaluatetheseismichazardreasonably.TakingseismogenicstructuresintheDayao-Yao’anareaasacasestudyinthispaper,wediscusstheneedandthepossibilitytoapplytheplanarseismogenicstructuretotheseismotectonicmethod.Wesuggestthattheplanarseismogenicstructureshouldbeconsideredwhenapplyingtheseismotectonicmethodtotheseismicriskassessmentofnuclearengineeringinfuture.

简介：在一口深井的水水平立即对地球的潮和气压作出回应，并且因此，不是仅仅以振幅而且在阶段变化落后。因此，分阶段执行落后修正在在作者在修正方法在为短期的地震先锋的异常变化的鉴定是有效的这纸表演介绍的东方China.Calculation结果分析数字地下水观察数据被使用。修正方法能也被用于处理观察变丑并且倾斜数据。

简介：Thevariationinload/unloadresponseratiobeforesomemoderateearthquakesisanalyzedbasedonthetheoryoftheload/unloadresponseratio.Theresultsshowthattheload-unloadresponseratioincreasesnoticeablybeforemoderateearthquakes,andtherearethreekindsofpatternsinwhichtheload/unloadresponseratiovariesandthedurationofnoticeableincreaseinload/unloadresponseratiorangesfromhalfayeartotwoyears.

简介：Thisstudyrevealspreliminarilytheearthquakebehaviorofvariablerupture-scaleonactivefaultsoftheChinesemainland,thatisthatonanindividualfaultportionearthquake￠srupture-scalevariescycletocycle,andhenceearthquake￠sstrengthchangeswithtime.Thetendencyofthisvariationhasnonecessity.Ondefiningrelativesizeofrupturescales,astatisticalresultshowsthatitisofthelowestprobabilitythatruptureswiththesamescaleoccurintwosuccessivecycles.Whiletherupture￠sscaleintheprecedingcycleis2small2,theprobabilityofthefollow-ingrupture￠sscalebeing2large2isasmanyas0.48.Whiletherupture￠sscaleintheprecedingcycleis2middle2,theprobabilityofthesucceedingrupturebeing2small2or2large2scaleis0.69or0.25.Whiletherupture￠sscaleintheprecedingcycleis2large2,theprobabilitymustbezeroforthefollowingrupturewith2large2scale,andis0.36or0.64forthefollowingrupturewith2small2or2middle2scale.Theauthorintroducesandimprovesthecascade-rupturingmodel,andusesittodescribethevariabilityandcomplexityofrupturescaleonindividualfaultportions.Basicfeaturesofsomeactivestrike-slipfaultsonwhichcascaderuptureshaveoccurredaresummarized.Basingonthesefeaturestheauthorproposesprinciplesofcascade-rupturesegmentationforthistypeoffaults.Asanex-ampletoapplication,theauthorsegmentsoneportionoftheAnninghefaultzone,westernSichuan,foritsfuturecascaderupture,andfurtherassessestheprobablestrengthanditscorrespondingprobabilityofthecomingearth-quake.

简介：Inthisstudy,theNorthChinaseismicregionwasselectedasthestudyarea,andevaluationofseismichazardusingthespatialsmoothingseismicitymodelwasperformed.Firstly,thestudyareaisdividedintogrids,andsomeparameters(e.g.b-value,M0,Mu,azimuthandM-Lrelationship)foreachseismotectonicmodelwereassigned.Secondly,usingellipticalsmoothingbasedonaseismotectonicbackgroundmodel,thestatisticalearthquakeincidencerateineachgridissuccessivelycalculated.Lastly,therelevantgroundmotionattenuationrelationshipischosentoassessseismichazardofgeneralsites.Themapsforthedistributionofhorizontalpeakgroundaccelerationwith10%probabilityofexceedancein50yearswereobtainedbyusingtheseismichazardanalysismethodbasedongridsource.Thisseismicitymodelsimplifiesthemethodologyofprobabilisticseismichazardanalysis,especiallyappropriateforthoseplaceswhereseismictectonicsisnotyetclearlyknown.Thismethodcanprovidevaluablereferencesforseismiczonationandseismicsafetyassessmentforsignificantengineeringprojects.

简介：在决定与形状记忆合金(SMA)使用结构的隔离的有效性考虑的关键点是组成的模型，SMA隔离设备和分析方法。在这份报纸，一个简化组成的模型基于粘性的经典理论被建议模仿SMA，马氏体体积部分在被看作州的变量之一的superelasticity的行为。在模拟结果和试验性的结果之间的比较被做并且显示建议组成的模型产出在对试验性的好同意的压力紧张曲线。因此，建议模型能正确地模仿收益机制和SMA的精力驱散能力。下次，以便充分利用SMA的superelasticity，由pre-tensionedSMA酒吧组成的新SMA隔离乾被介绍。然后，一个有限元素分析模型被建立根据它的配置模仿SMA隔离乾的行为并且简化了组成的模型。最后，为与SMA隔离乾安装的长跨度的结构的一个简化设计方法被建议，它进一步被用来调查空间格子结构的隔离效果。结果证明SMA隔离乾能有效地减少结构的地震回答，它显示建议SMA隔离方法的有效性。

简介：Cable-membranestructureshavesmallrigidityandarehighlysensitivetowind.Structuralhealthmonitoringisnecessarytoensuretheserviceabilityandsafetyofthestructure.Inthisresearch,thedesignmethodofastructuralhealthmonitoringsystemisusingthecharacteristicsofacable-membranestructure.TakingtheYueyangSanheAirportTerminalasanexample,afiniteelementmodelisestablishedtodeterminethecriticalstructuralcomponents.Next,theengineeringrequirementsandtheframeworkofthemonitoringsystemarestudiedbasedontheresultsofnumericalanalysis.Thespecificimplementationofthestructuralhealthmonitoringisthencarriedout,whichincludessensorselection,installationandwiring.TheproposedframeworkissuccessfullyappliedtothemonitoringsystemfortheYueyangAirportterminalbuilding,andthesynchronousacquisitionoffiberBragggratingandaccelerationsensorsignalsisimplementedinaninnovativeway.Thesuccessfulimplementationandoperationofstructuralhealthmonitoringwillhelptoguaranteethesafetyofthecablemembranestructureduringitsservicelife.

简介：在这研究，一个新lumped-mass-stick模型(LMSM)基于象特征值和特徵向量那样的结构的形式的特征被开发。简化模型，把频率称为适应lumped-massstick模型，hasonly棍子元素和节点到的一个小数字提供结构的一样的自然频率并且被用于一座原子抑制大楼。调查LMSM的数字表演，时间历史分析在LMSM和有限元素模型上被执行(女性)为一座原子抑制大楼。结果的比较证明LMSM的动态回答与FEM的那些以排水量和加速几乎相同。另外，结果也以在某些举起的floor反应系列在好同意。

简介：在自然灾难期间维持最小的结构的安全层次的大楼能力例如地震，是recognisably大多数影响的方面之一城市的跳回。而且，在风险缓解策略的公共投资是基本的，不是提升到仅仅社会、城市并且跳回，而且限制作为结果的材料，人、环境的损失。尽管有这个问题的成长了解，仍然有大楼在整个足够的地震抵抗缺乏的许多欧洲古老的城市中心散布了的传统的石工技术的一个广阔数字，要求因此迫切的翻新的干预以便两个都减少他们的地震危险并且应付最近的代码标准的增加的地震要求。因此，这份报纸瞄准贡献通过一些在1998亚速尔群岛地震以后使用的最流行的翻新技术的基于危险的比较分析的发展减轻地震损坏情形的社会、经济的影响。每种技术的影响个别地并且全球性学习了诉诸集成于一个GIS工具和损坏的地震危险索引方法论，损失情形被构造并且极其讨论了。最后，源于技术也是的那的实现的经济平衡检验了。

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简介：Basedonthefittingonpaleoearthquakedataofintra-plateregionsinthenorthernpartofChi-naandgivingastatisticalmodeloftimeinterdependence,thepotentialdamageearthquakesinadefinitefutureperiodandcharacteristicsofpresentshocksalongtheLingwufaulthavebeenanalyzedbyusingdangerousprobabilityfunctionandsomenewdataconcerned.Wehavein-ferredthatthefaulthasenteredaperiodthatearthquakeswillprobablyoccur.ThereexistsapotentialdangerthatastrongearthquakewithMs7.0-7.5willoccurin10-100a.

简介：Basedonthemodelsofnon-uniformearthquakedistributioninthepotentialsource,theseismiczonationofWesternPanzhihuaandCentralandSouthernShanxiProvinceisstudied.Theresultsshowthattheusualuniformdistributionmodelmayunderestimatetheseismicriskandresultinareductionoftheareasofhighintensity.Theinfluenceofeachnon-uniformprobabilisticdistributionmethodontheresultofseismiczoningisdiscussed.

简介：Althoughseismicgaptheoryplaysanimportantroleinthemed-andlong-termearthquakeprediction,thepotentialriskofthenon-seismicgapinhistoricalearthquakeruptureareaswillneedtobesimultaneouslytakenintoaccountinthestudyofmed-andlong-termearthquakeprediction,duetothetemporallyclusteringornon-linearbehavioroflargeearthquakerecurrence.Inordertoexploretechnicalmethodswhichcanbebasedonobservationaldata,andidentifyhistoricalearthquakerupturezones(includingtheseismicgapinhistoricalandprehistoricearthquakerupturezones),weselecteighthistoricallargeearthquakerupturezoneswithdifferentelapsedtimesonthemid-northsegmentoftheNorth-SouthSeismicBelttomakequantitativeanalysisonthecharacteristicsofmodernseismicityofthesezonesandpreliminarilyexploretheseismicitymethodfordeterminingtheurgencydegreeofpotentialearthquakehazards.Theresultsmainlyshowthatthepvalue,whichreflectstheattenuationofearthquakesequence,andthea-value,whichreflectstheseismicityrate,arestronglyrelatedtotheelapsedtimeofthelatestearthquakeintherupturezone.However,thecorrespondingrelationshipsinsomeruptureareasarenotclearperhapsduetothecomplexfaultstructureandfaultingbehavior.Theb-value,whichrepresentsthestateoftectonicstressaccumulation,doesnoteasilyreflecttheelapsedtimeinformationofdifferentevolutionstages.Theb-valuetemporalscanningshowsasteadyevolutionovertimeinmostoftherupturezones,butintherupturezoneoftheWuduM8.0earthquakeof1879,theb-valueshowssignificantfluctuationswithadecreasingtrendfor20years.Bycomparativeanalysis,weconcludethattherupturezonesofthe1933M7.5Maoxianearthquakeandthe1976M7.2Songpan-Pingwuearthquakearestillinthedecayingperiodofearthquakesequences,andthusdonothavethebackgroundforrecurrenceofM7.0earthquakes.Thelowb-valueMaqusegment,whichislocatedatthenorthmarginoftherupturezoneof

简介：在这研究，有限元素答案基于构造与连续统力学历久不渝的一个模型的建模元的理论被开发的为横梁的稳固的有限元素答案的变换的一个新方法。建议方法与仅仅计算稳固的元素的表面集成的一个典型变换方法相比严密、有效获得代表性的力量的节的压力。建模元的理论由在连续统力学的一个函数空格定义在横梁元素和稳固的元素解决方案之间的合适的距离保证建议方法的严厉。与一根简单伸臂横梁被进行的数字确认测试的结果被用来为这变换发现合适的距离功能。一条真实斜面隧道的主要隧道结构的时间历史分析为建议变换方法被看作一个数字例子。它什么时候用建议方法被变换成一个横梁元素答案，被显示出代表性的力量乐意地为主要隧道结构的稳固的元素答案被计算。进一步，具有为设计的目的主要重要性的结果的力量包，被开发为一撤退在结束的运动。