Product Code:SAE AS7118/2
Title:Nadcap Requirements for Metal Bonding (Cancelled Jul 2008)
Issuing Committee:Ams P17 Composite Materials Committee
Scope:This Aerospace Standard (AS) establishes the requirements for suppliers of Composites to be accredited by Nadcap. Nadcap accreditation is granted in accordance with SAE AS7003 after demonstration of compliance with the requirements herein. The requirements may be supplemented by additional requirements specified by the Nadcap Composites Task Group. Using the corresponding Audit Criteria (PRI AC7118) will ensure that accredited Composites suppliers meet all of the requirements in this standard and all applicable supplementary standards.The purpose of this audit program is to assess a supplier's ability to consistently provide a product or service that conforms to the technical specifications and customer requirements. The corresponding audit criteria is also structured to obtain information relevant to management practices and processes that directly or indirectly affect the product or service. This information will be used in the determination of accreditation status and may be used by the supplier to guide improvements in the product or service and the associated processes.
基本信息
| 标准名称： | 电子器件详细规范 3DG140型高频放大环境额定双极型晶体管(可供认证用) |
| 中标分类： |
电子元器件与信息技术 >>
半导体分立器件 >>
半导体三极管 |
| 替代情况： | 调整为SJ/T 11054-1996 |
| 发布日期： | |
| 实施日期： | 1989-08-01 |
| 首发日期： | |
| 作废日期： | |
| 出版日期： | |
| 页数： | 12页 |
适用范围
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前言
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目录
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引用标准
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所属分类： 电子元器件与信息技术 半导体分立器件 半导体三极管
【英文标准名称】:Eurocode8-Designofstructuresforearthquakeresistance-Part2:Bridges
【原文标准名称】:欧洲法规8.抗震结构设计.桥梁
【标准号】:BSEN1998-2-2005
【标准状态】:作废
【国别】:英国
【发布日期】:2005-12-20
【实施或试行日期】:2005-12-20
【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】:桥墩;轴承;桥;土木工程;柱;合格;建筑;建设工程;设计;尺寸选定;地震防护;抗震设计;地震;欧洲法规;地基;荷载能力;数学计算;规范(验收);材料强度;结构;验证
【英文主题词】:Abutment;Bearings;Bridges;Civilengineering;Columns;Conformity;Construction;Constructionworks;Design;Dimensioning;Earthquakeprotection;Earthquake-resistantdesign;Earthquakes;EUROCODE;Foundation;Loadcapacity;Mathematicalcalculations;Specification(approval);Strengthofmaterials;Structure;Verification
【摘要】:1.1.1ScopeofEN1998-2(1)ThescopeofEurocode8isdefinedinEN1998-1:2004,1.1.1andthescopeofthisStandardisdefinedin1.1.1.AdditionalpartsofEurocode8areindicatedinEN1998-1:2004,1.1.3.(2)WithintheframeworkofthescopesetforthinEN1998-1:2004,thispartoftheStandardcontainstheparticularPerformanceRequirements,ComplianceCriteriaandApplicationRulesapplicabletothedesignofearthquakeresistantbridges.(3)ThisPartprimarilycoverstheseismicdesignofbridgesinwhichthehorizontalseismicactionsaremainlyresistedthroughbendingofthepiersorattheabutments;i.e.ofbridgescomposedofverticalornearlyverticalpiersystemssupportingthetrafficdecksuperstructure.Itisalsoapplicabletotheseismicdesignofcable-stayedandarchedbridges,althoughitsprovisionsshouldnotbeconsideredasfullycoveringthesecases.(4)Suspensionbridges,timberandmasonrybridges,moveablebridgesandfloatingbridgesarenotincludedinthescopeofthisPart.(5)ThisPartcontainsonlythoseprovisionsthat,inadditiontootherrelevantEurocodesorrelevantPartsofEN1998,shouldbeobservedforthedesignofbridgesinseismicregions.Incasesoflowseismicity,simplifieddesigncriteriamaybeestablished(see2.3.7(1)).(6)ThefollowingtopicsaredealtwithinthetextofthisPart:?BasicrequirementsandComplianceCriteria,?SeismicAction,?Analysis,?StrengthVerification,?Detailing.ThisPartalsoincludesaspecialsectiononseismicisolationwithprovisionscoveringtheapplicationofthismethodofseismicprotectiontobridges.(7)AnnexGcontainsrulesforthecalculationofcapacitydesigneffects.(8)AnnexJcontainsrulesregardingthevariationofdesignpropertiesofseismicisolatorunitsandhowsuchvariationmaybetakenintoaccountindesign.NOTE1InformativeAnnexAprovidesinformationfortheprobabilitiesofthereferenceseismiceventandrecommendationsfortheselectionofthedesignseismicactionduringtheconstructionphase.NOTE2InformativeAnnexBprovidesinformationontherelationshipbetweenthedisplacementductilityandthecurvatureductilityofplastichingesinconcretepiers.NOTE3InformativeAnnexCprovidesinformationfortheestimationoftheeffectivestiffnessofreinforcedconcreteductilemembers.NOTE4InformativeAnnexDprovidesinformationformodellingandanalysisforthespatialvariabilityofearthquakegroundmotion.NOTE5InformativeAnnexEgivesinformationonprobablematerialpropertiesandplastichingedeformationcapacitiesfornon-linearanalyses.NOTE6InformativeAnnexFgivesinformationandguidancefortheaddedmassofentrainedwaterinimmersedpiers.NOTE7InformativeAnnexHprovidesguidanceandinformationforstaticnon-linearanalysis(pushover).NOTE8InformativeAnnexJJprovidesinformationonλ-factorsforcommonisolatortypes.NOTE9InformativeAnnexKcontainstestsrequirementsforvalidationofdesignpropertiesofseismicisolatorunits.1.1.2FurtherpartsofEN1998SeeEN1998-1:2004.
【中国标准分类号】:P28
【国际标准分类号】:91_120_25;93_040
【页数】:152P.;A4
【正文语种】:英语