JIS B8006-1986 往复式内燃机性能的压力测量

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【英文标准名称】:Pressuremeasurementsofperformanceforreciprocatinginternalcombustionengines
【原文标准名称】:往复式内燃机性能的压力测量
【标准号】:JISB8006-1986
【标准状态】:现行
【国别】:日本
【发布日期】:1986-11-01
【实施或试行日期】:
【发布单位】:日本工业标准调查会(JP-JISC)
【起草单位】:TechnicalCommitteeonIndustrialMachinery
【标准类型】:()
【标准水平】:()
【中文主题词】:往复式发动机;功率测量;内燃机;性能试验
【英文主题词】:powermeasurement;performancetesting
【摘要】:この規格は,往復動内燃機関の性能に関する受渡し試験及び形式試験において圧力を計測する場合のー般的方法について規定する。
【中国标准分类号】:J90
【国际标准分类号】:27_020;21_240
【页数】:8P;A4
【正文语种】:日语


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【英文标准名称】:Steel-concretemastsforsimplexcircuitsupto20kV
【原文标准名称】:第1部分:最高可达20kV的单工电路用钢筋混凝土天线杆
【标准号】:DIN48353-1-1965
【标准状态】:现行
【国别】:德国
【发布日期】:1965-06
【实施或试行日期】:
【发布单位】:德国标准化学会(DIN)
【起草单位】:
【标准类型】:()
【标准水平】:()
【中文主题词】:杆(柱);架空线;加筋混凝土
【英文主题词】:masts;overheadpowerlines;reinforcedconcrete
【摘要】:Steel-concretemastsforsimplexcircuitsupto20kV
【中国标准分类号】:K47;Q14
【国际标准分类号】:29_240_20;91_040_00
【页数】:5P;A4
【正文语种】:德语


【英文标准名称】:Eurocode8.Designofstructuresforearthquakeresistance-Silos,tanksandpipelines
【原文标准名称】:欧洲法规8.抗震结构的设计.筒仓,贮水池和管道
【标准号】:BSEN1998-4-2006
【标准状态】:现行
【国别】:英国
【发布日期】:2006-09-29
【实施或试行日期】:2006-09-29
【发布单位】:英国标准学会(GB-BSI)
【起草单位】:BSI
【标准类型】:()
【标准水平】:()
【中文主题词】:地上;建筑;建设工程;定义;设计;地震防护;抗震设计;欧洲法规;荷载能力;数学计算;管道;安全确认;地震系数;地震荷载;筒仓;稳定性;储存罐;结构;水箱;地下
【英文主题词】:Aboveground;Construction;Constructionworks;Definitions;Design;Earthquakeprotection;Earthquake-resistantdesign;Eurocode;Loadcapacity;Mathematicalcalculations;Pipelines;Safetyverification;Seismiccoefficient;Seismicloading;Silos;Stability;Storagetank;Structures;Tanks(containers);Underground
【摘要】:(1)ThescopeofEurocode8isdefinedinEN1998-1:2004,1.1.1andthescopeofthisStandardisdefinedinthisclause.AdditionalpartsofEurocode8areindicatedinEN1998-1:2004,1.1.3.(2)Thisstandardspecifiesprinciplesandapplicationrulesfortheseismicdesignofthestructuralaspectsoffacilitiescomposedofabove-groundandburiedpipelinesystemsandofstoragetanksofdifferenttypesanduses,aswellasforindependentitems,suchasforexamplesinglewatertowersservingaspecificpurposeorgroupsofsilosenclosinggranularmaterials,etc.(3)Thisstandardincludestheadditionalcriteriaandrulesrequiredfortheseismicdesignofthesestructureswithoutrestrictionsontheirsize,structuraltypesandotherfunctionalcharacteristics.Forsometypesoftanksandsilos,italsoprovidesdetailedmethodsofassessmentandverificationrules.(4)Thisstandardmaynotbecompleteforthosefacilitiesassociatedwithlargeriskstothepopulationortheenvironment,forwhichadditionalrequirementsaretheresponsibilityofthecompetentauthorities.Thisstandardisalsonotcompleteforthoseconstructionworkswhichhaveuncommonstructuralelementsandwhichrequirespecialmeasurestobetakenandspecialstudiestobeperformedtoensureearthquakeprotection.Inthosetwocasesthepresentstandardgivesgeneralprinciplesbutnotdetailedapplicationrules.NOTETheNationalAnnexmayspecifyadditionalrequirementsforfacilitiesassociatedwithlargeriskstothepopulationortheenvironment.(5)Althoughlargediameterpipelinesarewithinthescopeofthisstandard,thecorrespondingdesigncriteriadonotapplyforapparentlysimilarfacilities,liketunnelsandlargeundergroundcavities.(6)Thenatureoflifelinesystemswhichoftencharacterizesthefacilitiescoveredbythisstandardrequiresconcepts,modelsandmethodsthatmaydiffersubstantiallyfromthoseincurrentuseformorecommonstructuraltypes.Furthermore,theresponseandthestabilityofsilosandtankssubjectedtostrongseismicactionsmayinvolverathercomplexinteractionphenomenabetweensoil-structureandstoredmaterial(eitherfluidorgranular),noteasilyamenabletosimplifieddesignprocedures.Equallychallengingmayprovetobethedesignofapipelinesystemthroughareaswithpoorandpossiblyunstablesoils.Forthereasonsgivenabove,theorganizationofthisstandardistosomeextentdifferentfromthatofotherPartsofEN1998.Thisstandardis,ingeneral,restrictedtobasicprinciplesandmethodologicalapproaches.NOTEDetailedanalysisproceduresgoingbeyondbasicprinciplesandmethodologicalapproachesaregiveninAnnexesAandBforanumberoftypicalsituations.(7)Intheformulationandimplementationofthegeneralrequirements,adistinctionhasbeenmadebetweenindependentstructuresandredundantsystems,viathechoiceofimportancefactorsand/orthroughthedefinitionofspecificverificationcriteria.(8)Ifseismicprotectionofabove-groundpipelinesisprovidedthroughseismicisolationdevicesbetweenthepipelineanditssupports(notablyonpiles),EN1998-2:2005applies,asrelevant.Forthedesignoftanks,silos,orindividualfacilitiesorcomponentsofpipelinesystemswithseismicisolation,therelevantprovisionsofEN1998-1:2004apply.
【中国标准分类号】:P15
【国际标准分类号】:91_120_25
【页数】:84P.;A4
【正文语种】:英语