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ID:45760588
大小:550.81 KB
页数:86页
时间:2019-11-17
《井塔结构的荷载调查与统计分析》由会员上传分享,免费在线阅读,更多相关内容在工程资料-天天文库。
1、Subject:Theloadsurveyandstatisticalanalysisofshaft-towerstructuresSpecialty:ArchitecturalandcivilengineeringName:WangLulu(Signature)Instructor:SuSanqing(Signature)TaoXiwen(Signature)ABSTRACTShafttowerisimportantbuildinggroundindustrialbuildingstmcturesi
2、nthemine.Theshafthoisthallfloorliveloadimpactontheeconomyandrationalityofthestructure.Inrecentyears^theliveloadsofthehoisthallwhosediameterisnotmorethan4.0msetbythenationalstardarsdonotmeettheneedofdesigninminingindustrywiththedevelopmentofminingindustr
3、yandthescaleofminebecomeslargergradually.ltisnecessarythatshafthoisthallfloorliveloadwereanalyzedtousethediametermorethan4.0minordertoguaranteetheeconomyandrationalityofshaft-towerstructurc.itcanprovideascientifictheorysupportfordesigner.Therefore,resea
4、rchonthevalueoftheshafthoisthallfloorliveloadandreliability,whichhavegreattheoreticalsenseandapplicationvalueofprojects.Inthispaper.minesinneimengandanhuihascairiedonthespotrepresentative.thedataweregatheredintheshafttowerdesignunitsandhoistdesignuints.
5、itcanbedividedintofourgroupsaccordingtothehoistdiameterandtheloaddistribution,afterthat,usingthemethodoftheflooruniformlydistributedloadequivalenttofloordistributedliveloadf?omlocalvariableload,andmakingusethemethodofmathematicalstatisticsanalysis,proba
6、bilitydistributionsandstatisticalparametersofinstallationareaandmaintenanceareaofshafthoisthallfloorliveloadisstudied.Therebytheprobabilitydistributedmodelsandmainparametersofinstallationareaandmaintenanceareaofshafthoisthallfloorliveloadareobtainedatde
7、signreferenceperiodT=50yearsandT=100years・Further,installationareaandmaintenanceareaofshafthoisthallfloorscharacteristicvalueofvariableloadatdesignreferenceperiodT=50yearsandT=100yearsisadvanced・Lastbasedonwhich,usingthemethodofcheckcomputationspointana
8、lyzedthereliabilityindexofshafthoisthallfloor,theresultsshowedthatmeetthespecifiedrequirements,forthesestructureddesignofrationalprovidedtechnicalsupport・Theaboveresultshaveacertainreferencevalueforthedesignofshaft-towerstructure
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