欢迎来到天天文库
浏览记录
ID:39775199
大小:2.09 MB
页数:48页
时间:2019-07-11
《Chapter J Bridges》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、JBridgesJ.1ConcreteBridgesSubjecttoBlastLoadsJ.1.1IntroductionAstandardprecastconcretebridgeconsistsof12standardI-beamsplacedat1.5mc/csupportingreinforcedconcretedeckslabasgiveninPlateJ.1.Thedeckcarriesthreelanesandthebeamsareactingincompositewitha150mmthickstructuralslab.T
2、hebridgedeckissupportedbythreeconcretepiersplacedat5.2mdistancefromeachother.Itisdecidedtodesignthisbridgefirstandthenitissubjectedtoblastloadsatsuitablepositions.Blast-resistantdesignhastraditionallybeenconsideredonlyforessentialgovernmentbuildings,militarystructures,andpet
3、rochemicalfacilities.RecentterroristthreatstobridgesinCaliforniaandNewYorkhavedemonstratedtheneedtoevaluatethevulnerabilityofourtransportationinfrastructure.Bridgeengineers,however,havenottypicallyconsideredsecurityinthedesignprocessandmostofthecurrentstateofknowledgeofthed
4、esignofstructuressubjectedtoblasteffectsisbasedontheperformanceofbuildingsratherthanbridges.Beforeengineerscanbegintodesignbridgestowithstandblastloads,theyneedtodevelopanunderstandingoftheprinciplesofblastwavepropagationanditspotentialeffectsonbridgestructures.Throughtheuseo
5、fcomputer-basedsimulation,wecangainabetterunderstandingofblasteffectsonbridgecomponentsandprioritiseoureffortsforexperimentalstudiesofthemostpromisingretrofitsolutions.Todesignbridgestowithstandterroristattacks,changesneedtobeincor-poratedintothedesignproves.Thetestgivesausefu
6、lapproachforsecurityandredundancyandcanbefollowedforbridges.Duringtheinitialstagessecu-ritycanbeincorporatedthroughsitelayoutprinciplessuchastheeliminationofdarkhidingspacesbyincludingadditionallighting,plantingprotectivelandscapingtoincreasethestandoffdistancetopiers(ensuri
7、ngthatover-grownvegetationwillnotinterferewithlinesofsighttocriticalareas),and1130JBridgesA400100007no:drawnstrand/15.2Total13no:100spacingsDeckcrosssection1010AFootpath3650LaneoneALanetwo25/15.23650stdstrand3650FootpathASteelplatesPlainrubberplatelaminatedrubberfixedtypeLi
8、nkwallVar.footingT32-125T20or20U-100ReinforcedconcretefoundationT12-250T20-200Symm
此文档下载收益归作者所有