简介:Todevelopuniformandseismicenvironment-dependentdesignspectrum,commonaccelerationresponsespectralcharacteristicsneedtobeidentified.Inthispaper,abi-normalizedresponsespectrum(BNRS)isproposed,whichisdefinedasaspectrumofpeakresponseaccelerationnormalizedwithrespecttopeakaccelerationoftheexcitationplottedvs.thenaturalperiodofthesystemnormalizedwithrespecttothespectrumpredominantperiod,Tp.Basedonastatisticalanalysisofrecordsfromthe1999Chi-Chiearthquake,theconventionallynormalizedresponsespectrum(NRS)andtheBNRSareexaminedtoaccountfortheeffectsofsoilconditions,epicentraldistance,hangingwallanddamping.ItisfoundthatcomparedtotheNRS,theBNRSismuchlessdependentonthesefactors.Finally,somesimplerelationshipsbetweentheBNRStoraspecifieddampingratioandthatforadampingratioof5%,andbetweenthespectrapredominantperiodandepicentraldistancefordifferentsoiltypesareprovided.
简介:TheJamesM.HarrisonAwardforOutstandingAchievementwasestablishedbytheIUGSExecutiveCommitteein2004tohonorindividualswhohaveservedtheUnioninanextraordinaryfashionforalongperiodoftime,andwhohavenorecognizedpositionasanofficeroftheUnion.TheawardisnamedforthelateJamesM.Harrison,aninternationallyknownanduniversallyrespectedCanadiangeologist(GeologicalSurveyofCanada)whowasoneofthefoundingfathersoftheIUGSanditsfirstPresident(1961-1964).
简介:摘要 :后张法 40m预应力箱梁预制技术在桥梁施工过程中应用广泛,对于桥梁建筑施工的意义重大。但是在实际的桥梁施工工程的各个环节施工情况中,还存在着一些问题。后张法箱梁预制技术施工前准备不足,缺乏工程的实地考察,和对相关因素的考虑。此外,总体上后张法箱梁预制技术难度较大,施工人员水平较低,再加上整个桥梁施工的环节繁多,对施工现场的监督管理不严格。
简介:以地星状星云(PN)是由高度演化的AGB星在一个非常短的时标内(-10^4年)形成的。因此现在认为即是不是全部,许多PN的周围将保留AGB星的中性包层遗迹。分子的观测是示踪PN中性包层的重要控针。1991年10月使用美国五大学射电天文台(FCRAO)的14-m和QUARRY接收系统对两个较年青的行星状星云M1-7和M1-16以及一个年老的行星状星云VV47进行了COJ=1-0的谱线成图观测,得到了这些星云CO谱线积分强度的空间分布和谱线发射的速度范围。主要结果如下:(1)M1-7的CO(1-0)发射类似CO(2-1)的接近于球形分布,整个辐射区略向东北-西南方向倾斜,且稍大于CO(2-1)的发射区,约为44″×44″。,而膨胀速度则小于CO(2-1)的结果,约为20km/s。(2)M1-16是我们观测样本中光学星云最小的一个年青PN(-3″.6)。没有找到对应CO(2-1)成图资料。我们的观测表明,CO(1-0)的分子射区呈椭圆形壳层结构。△α×△δ-82″×45″。可见尽管源的星云半径很小,但分子发射区有很大的促展。该源的CO(1-0)包层的膨胀速度类似M1-7也小于CO(2-1)的,大约是20km/s。边一现象味着COJ=1-0跃迁相对2-1跃迁而言分布在离电离星云较远的部分。(3)VV47是一个年老的行星状星云。最近Bachiller等人用CO(2-1)跃迁对该源进行观测,在-45,-60和-68km/s等3个速度特征上得到了VV47的两个团块型分子凝聚区,它们播散在东南和西北两个区域。我们用QUARRY系统对VV47周围12′.6×15′.0区域进行了长积分时间的CO(1-0)成图测量,共得到了4个谱特征;在VV47的西北区域有-60和-70km/s两个特征,在东南区域有-45和-34.5km/s两个特征。这最后一个特征暗在CO(2-1)观测中没有发现的。由不同特征速度附近CO(1-0)的谱线积分强度空间分布图可见,对于�
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简介:Completerecordsofmorethan3,000earthquakeeventsintheShanxi,WenzhoureservoirearthquakesequencewererecordedfromAugusttoNovember,2014bythehigh-density,high-resolutionmonitoringstationsoftheZhejiangRegionalDigitalSeismicNetworkandthereservoirearthquakemonitoringnetwork,withamaximummagnitudeofM4.2.Basedon3-Depicenterlocation,focalmechanismsolutions,andincombinationwiththegeologicalandtectoniccharacteristicsofthereservoirarea,theearthquakesequenceisdiscussedinthispaper.ThelinearfittingoftheHypoSATlocationresultsshowthatthemainshockoccurredintheNWtrendingfaultandtheearthquakesequenceisconcentratedinbandsalongtheactivefaults,withastrikeof305°,dippingSWwithdipangleof85°.ByusingP-wavefirstmotionsymbols,weobtainedtheaveragefocalmechanismofM≥3.5earthquakes,withastrike308°anddip84°fornodalplaneII.Thefieldgeologicalsurveyandresearchshowthatthestrike,dipandrakeofnodalplaneIIareroughlyconsistentwiththeoccurrenceoftheShuangxi-Jiaoxifault.ThecomprehensiveanalysisrevealsthattheNW-trendingShuangxi-Jiaoxifaultistheseismogenicstructureoftheearthquakes.
简介:ProcessofsourcedynamicsoftheJingtaiearthquake(M=6.2)Xue-BinDU(杜学彬);Zhi-DeYAN(闫志德)andMing-WuZOU(邹明武)(EarthquakeResearchInstitu...
简介:Therehavebeen12possiblelocationsoftheearthquakesoccurringintheSouthYellowSeasince1505.Inthispaper,thelocationoftheearthquakethatoccurredin1505hasbeendeterminedbythecollectionofmorehistoricaldataoftheinfluencedfield,referringtheisoseismaldataofearthquakeswiththeepicentralintensityⅨandcombininggeophysicalfielddatawithtectoniccondition,duetoitsgreatinfluenceonseismicsafetyassessmentofsomesignificantengineering.
简介:通过云南M≥7.6级地震震亡分布的统计,研究大地震的伤亡分布规律,寻找影响伤亡的主要原因。结果表明,震亡人数主要分布在Ⅷ度以上烈度区,这一区域的震亡人数占震亡总数的94%以上,其中极震区占到70%以上。调查分析认为:在震级相近的情况下,震区地质构造、地形地貌是影响地震烈度的因素;房屋、人口密度、发震时间是震亡人数的重要影响因素;在未来的大地震中,人口密度大的断裂带及其附近是应急救援和医疗救护的重点区域,在断裂带及其附近盆地内的震亡人数比非盆地震亡人数多,要投入更多的救援和医疗救护力量。
简介:Thispaperisthesecondinatwo-partseriesthatdiscussestheprincipalaxesofM-DOFstructuressubjectedtostaticanddynamicloads.Theprimarypurposeofthisseriesistounderstandthemagnitudeofthedynamicresponseofstructurestoenablebetterdesignofstructuresandresponsemodificationdevices/systems.Underidealizeddesignconditions,thestructuralresponsesareobtainedbyusingsingledirectioninputgroundmotionsinthedirectionoftheintendedresponsemodificationdevices/systems,andbyassumingthattheresponsesofthestructureisdecoupleableinthreemutuallyperpendiculardirections.Thisstandardpracticehasbeenappliedtobothnewandretrofittedstructuresusingvariousseismicprotectivesystems.Verylimitedinformationisavailableontheeffectsofneglectingtheimpactofdirectionalcouplings(crosseffectsofwhichtorsionisacomponent)ofthedynamicresponseofstructures.Inordertoquantifysucheffects,itisnecessarytoexaminetheprincipalaxesofstructuresunderbothstaticanddynamicloading.Inthistwo-partseries,thefirstpaperisconcernedwithstaticloading,whichprovidesdefinitionsandfundamentalformulations,withtheconclusionthatcrosseffectsofastaticallyloadedM-DOFstructureresultingfromthelackofprincipalaxesareofinsignificantmagnitude.However,underdynamicorearthquakeloading,arelativelysmallamountofenergytransferredacrossperpendiculardirectionsisaccumulated,whichmayresultinsignificantenlargementofthestructuralresponse.ThispaperdealswithaformulationtodefinetheprincipalaxesofM-DOFstructuresunderdynamicloadinganddevelopsquantitativemeasurestoidentifycrosseffectsresultingfromthenon-existenceofprincipalaxes.