东京地铁运营组织分析

doi10．3969/j．issn．16726073．2012．01．028·2512012211221．1000442．100044。F53313．3A1672607320120101110512010、。13304．1km29。1。“”“”。9G、Mm、H、T、C、Y、Z、N、[e-mail]61004105A、I、S、E109km。224JRJapaneseRailway、、、75%。、、、。、。。111·2512012229。2．11。、。、、、。2．2195．1km179216368。。、90%。、、、、。“”。2．3。、。2717280006000、7000、80002、01、02、03、05、06、07、、08、900010000。100km/h60km/h。、、68、、、101518。5655100000445180000。1min50s3min2min15s、。2．4400—2400。、、。2．4．1。3、4、5、6min60。3。3。、、。2．4．2211。195111310。。50km。1/1925—1951—19581944196019581933196819581979199119911958199020022002196118991910196219611926193519641964JR18891894196619641969196419741996199619681923192320001969JR18891905197119691927192719781974191119251987197419151929199819781943197719781978189919102003197819121928198019911923192320001991埼1992200120011991200819111925192619352008。。。。2．4．3、“”、“”。2000232712061467260。30km。、。。。。。、、。105。、、—。、11min16min。2．52．5．1M5311·25120122。1～6km1607～11km19012～20km23021～27km27028～40km300。“”7001M1、3、63。“”1011“”、“/”1012。、。/137．4%66．1%。200656．7%。200727、32IC———PASMO。。PASMO。2．5．2。。4、4。、。。55。。。。3、、。。。1、。。“”“+”。“+”。2。“、”。、。4113。。、、、。4。。、。5“”。。、、、。4。“”、、、。1．J．200726667．2EB/OL．20110705．http//wenku．baidu．com/view/76fe2a4633687e21af45a9b6．html．3TokyoMetroEB/OL．20110705．http//．tokyometro．jp/en/index．html．4．D．2007．5．J．20091212125．6．J．20069113841．AnalysisonOperationOrganizationofTokyoMetroWangBo1YuDandan2LiDewei21．CommandCenterofBeijingMTRBeijing1000442．NationalKeyLaboratoryofRailTrafficControlandSafetyBeijingJiaotongUniversityBeijing100044AbstractAfteron-the-spotinvestigationintoTokyometroauthorsdescribedindetailtheimportantideasandpracticalmeasuresoftheoperationorganizationofTokyometrodiscussingitsadvantagesanddisadvantageswithsomesuggestionsputforwardforChinatooperateitsmetrosysteminthefuture．KeywordsJapanTokyometrooperation櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲櫲investigation892008．3．R．2009．4．J．20062567679．5．J．20095165167．SeismicIsolationDesignofUrbanRailTransitViaductsYinXiaoBeijingUrbanEngineeringDesign＆ResearchInstituteCo．Ltd．Beijing100037AbstractThispaperexpoundsthedampingmechanismofEtypesteelisolationbearings．Throughnonlineartimehistoryanalysistheisolationeffectivenessandreliabilityofrailtransitseismicisolationsystemhasbeenidentified．Seismicisolationbearingsystemcangreatlyalleviatetheseismicforcesactingonbridgeseliminatingtheinfluenceofindeterminatefactorsonaseismicdesignandthereuponenhancingtheaseismicsafetyofstructuresandeconomicbenefitofdesign．Keywordsurbanrailtransitviaductseismicisolationbearingnon-lineartimehistoryanalysis511