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ID:49874185
大小:2.58 MB
页数:232页
时间:2020-03-05
《FEMA350 Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings.pdf》由会员上传分享,免费在线阅读,更多相关内容在应用文档-天天文库。
1、DISCLAIMERThisdocumentprovidesrecommendedcriteriaforthedesignofsteelmoment-framebuildingstoresisttheeffectsofearthquakes.Theserecommendationsweredevelopedbypracticingengineers,basedonprofessionaljudgmentandexperience,andbyaprogramoflaboratory,fieldandanalyticalresearch
2、.Whileeveryefforthasbeenmadetosolicitcommentsfromabroadselectionoftheaffectedparties,thisisnotaconsensusdocument.Itisprimarilyintendedasaresourcedocumentfororganizationswithappropriateconsensusprocessesforthedevelopmentoffuturedesignstandardsandbuildingcodeprovisions.N
3、owarrantyisoffered,withregardtotherecommendationscontainedherein,eitherbytheFederalEmergencyManagementAgency,theSACJointVenture,theindividualJointVenturepartners,ortheirdirectors,membersoremployees.Theseorganizationsandtheiremployeesdonotassumeanylegalliabilityorrespon
4、sibilityfortheaccuracy,completeness,orusefulnessofanyoftheinformation,productsorprocessesincludedinthispublication.Thereaderiscautionedtoreviewcarefullythematerialpresentedhereinandexerciseindependentjudgmentastoitssuitabilityforapplicationtospecificengineeringprojects
5、.TheserecommendedcriteriahavebeenpreparedbytheSACJointVenturewithfundingprovidedbytheFederalEmergencyManagementAgency,undercontractnumberEMW-95-C-4770.CoverArt.Thebeam-columnconnectionassemblyshownonthecoverdepictsthestandarddetailingusedinweldedsteelmoment-frameconstr
6、uctionpriortothe1994Northridgeearthquake.Thisconnectiondetailwasroutinelyspecifiedbydesignersintheperiod1970-1994andwasprescribedbytheUniformBuildingCodeforseismicapplicationsduringtheperiod1985-1994.Itisnolongerconsideredtobeanacceptabledesignforseismicapplications.Fo
7、llowingtheNorthridgeearthquake,itwasdiscoveredthatmanyofthesebeam-columnconnectionshadexperiencedbrittlefracturesatthejointsbetweenthebeamflangesandcolumnflanges.RecommendedSeismicDesignCriteriaforNewSteelMoment-FrameBuildingsSACJointVentureApartnershipofStructuralEngi
8、neersAssociationofCalifornia(SEAOC)AppliedTechnologyCouncil(ATC)CaliforniaUniversitiesforResearchinEarthquakeEngineer
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