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1、AbstractInrecentyears,becauseofthegreatdamagescausedbyseveraldestructiveearthquakesoccuringlately,aswellasoftheaccumulationofthenear-faultseismicrecords,theresearchofcharacteristicsofnear-faultgroundmotionhasbecomeahotfocusofearthquakeengineeringathomeand
2、abroad.Inthelastfewyears,reseachersusuallyusedthemethodofstatisticalanalysisingtheattenuationrealationofnear-faultseismicrecordstostudythecharacteristicsofnear-faultgroundmotion.However,thismethodstronglydependsOUthequantityandqualityoftheseimicrecords.As
3、amaaeroffact,seismicrecordsisstillinsufficientSOfarinadditiontothevariousinfluencingfacorsofthenear-faultgroundmotion,however,wi血respecttoeachfacor,theamountoftherecordsbecomeslessandless.Astheresult,moreandmorereseachersattemptedtousethemethodoftheexplic
4、itfinite—elementnumericsimulationtostudythenear-faultgroundmotion,andtheyhaveachievedmanyvaluableresults.Inthispaper,theauthorusesthemethodoftheexplicitfinite—elementnumericalsimulation,whichisbasedonthemostsimpletwo·-dimensional··finite··elementmodleandk
5、inematicsourcemodel,tostudythebasiccharacteristicsofnear-faultgroundmotion,suchasthechangingtendencyofthehanging—walleffectandtheverticaleffectasweonlychangethefaultdiporthedepthofthetopofthefault.MoredetailsaresummarizedasfcIllows:1)Theresearchmethodsoft
6、henear-faultgroundmotionaresystemicallyreviewedandCompared.Thebasiccharacteristicsofnear-faultgroundmotionaresummarized,suchasthehangingwaileffect,theverticaleffect,therupturedirectivityeffect,theflingstepeffectandSOon,2)Thecomputingmethodsusedinthenumeri
7、calsimulationforwavemotion--thelumped—massfiniteelementmethodandtheartificalboundary中國地震局工程力學(xué)研究所碩士學(xué)位論文condition,areintroducedindetml.AndthecomputingprogramesforsolvingthedynamicresponseofbothSHandP-SVproblembased0npointsourcemodelarecodedindividually.3)In
8、thispaper,theauthoranalysesandcomparesboththedynamicandthekinematicsourcemodelsimply.Thekinematicsourcemodelbasedontheassumptionofthefinitefaultisintroducedatlength.Tomakeupforthelackofthehi曲-frequencycomponentsinth