【英文标准名称】:Softwareforcomputersimportanttosafetyfornuclearpowerplants-Part2:Softwareaspectsofdefenceagainstcommoncausefailures,useofsoftwaretoolsandofpre-developedsoftware
【原文标准名称】:核电站安全系统用计算机软件.第2部分:使用软件工具和预先开发的软件对由常规失误导致的安全防护的软件情况
【标准号】:IEC60880-2-2000
【标准状态】:作废
【国别】:国际
【发布日期】:2000-12
【实施或试行日期】:
【发布单位】:国际电工委员会(IEC)
【起草单位】:IEC/SC45A
【标准类型】:()
【标准水平】:()
【中文主题词】:
【英文主题词】:
【摘要】:ThispartofIEC60880isapplicabletothesoftwareofcomputer-basedsafetysystemsinnuclearpowerplants.ItgivesrequirementsforsoftwareforcategoryAfunctions,systemsandassociatedequipment(FSE).Itaddresses·defenceagainstcommoncausefailures,causedbysoftware;·automatedtoolsforthedevelopmentofsoftwareimportanttosafety;and·useofpre-developedsoftware.Preparationandconfirmationofdataisdealtwithwithinthesethreetopicsasappropriate.
【中国标准分类号】:F07;F65
【国际标准分类号】:27_120_20;35_240_50
【页数】:79P;A4
【正文语种】:英语


【英文标准名称】:Eurocode6:Designofmasonrystructures-Part1-1:Generalrulesforreinforcedandunreinforcedmasonrystructures;GermanversionEN1996-1-1:2005
【原文标准名称】:欧洲规范6:圬工结构设计.第1-1部分:加钢筋和未加钢筋圬工结构的一般规则
【标准号】:DINEN1996-1-1-2006
【标准状态】:作废
【国别】:德国
【发布日期】:2006-01
【实施或试行日期】:
【发布单位】:德国标准化学会(DE-DIN)
【起草单位】:
【标准类型】:()
【标准水平】:()
【中文主题词】:粘结强度;胶粘连接;胶粘剂;老化试验;测定;裂纹;实验室试验;材料试验;结构胶粘剂;试验条件;防火安全;加热;家用设备;家用;检验;使用说明;熨烫设备;熨斗;作标记;机械安全;抗湿;防电击;额定电压;安全;安全工程;安全要求;规范(验收);蒸汽熨斗;材料强度;试验;剪切强度;应变;结构;验证;墙
【英文主题词】:Accessories;Airspaces;Basis;Beams;Bending;Bendingstrength;Blankets;Boards;Bond;Bricks;Brickwork;Buildings;Categories;Ceilings;Cellars;Classes;Components;Compressivestrength;Concretes;Conditions;Connections;Consoles;Construction;Constructionengineeringworks;Constructionmaterials;Constructionsystemsparts;Constructionalproducts;Creep;Cuttingforces;Definitions;Design;Determinations;Deviations;Dimensioning;Disks;Ductility;Durability;Earthquakes;Effects;Elasticproperties(fluids);Elongation;Environment;Environmentalconditions;Eurocode;Expansions;Fall;Firesafety;Fitnessforpurpose;Flaws;Frames;Friction;Frost;Geometry;Height;Insulations;Joints;Kinks;Knees;Layout;Loadcapacity;Loadfactor;Loading;Loss;Masonry;Mathematicalcalculations;Mechanicalproperties;Modulusofelasticity;Moisture;Mortars;Mounting;Nonreinforced;Openings;Overallheights;Panels;Passages;Pressureofearth;Prestressingsteels;Production;Properties;Reduction;Reinforcement;Rim;Roofs;Rules;Safety;Sand;Sealing;Shearmodul;Shearstrength;Shrinking;Soils;Specification(approval);Stability;Status;Steels;Strain;Stress;Strips;Structures;Supportingbehaviour;Supports;Temperature;Thermalinsulation;Treatment;Verification;Walls;Washers;Width;Windloading
【摘要】:1.1.1ScopeofEurocode6(1)PEurocode6appliestothedesignofbuildingsandcivilengineeringworks,orpartsthcreof,inunreinforced,reinforced,prestressedandconfinedmasonry.(2)PEurocode6dealsonlywiththerequirementsforresistance,serviceabilityanddurabilityofstructures.Otherrequirements,forexample,concerningthermalorsoundinsulation,arenotconsidered.(3)PExecutioniscoveredtotheextentthatisnecessarytoindicatethequalityoftheconstructionmaterialsandproductsthatshouldbeusedandthestandardofworkmanshiponsiteneededtocomplywiththeassumptionsmadeinthedesignrules.(4)PEurocode6doesnotcoverthespecialrequirementsofseismicdesign.ProvisionsrelatedtosuchrequirementsaregivenillEurocode8whichcomplcments,andisconsistentwithEurocode6.(5)PNumericalvaluesoftheactionsonbuildingsandcivilengineeringworkstobetakenintoaccountinthedesignarenotgiveninEurocode6.TheyareprovidedinEurocode1.i.1.2ScopeofPartI-!ofEurocode6(1)PThcbasisforthedesignofbuildingsandcivilengineeringworksinmasonryisgiveninthisPart1-IofEurocode6,whichdealswithunreinforcedmasonryandreintbrcedmasonrywherethereinforcementisaddedtoprovideductility,strengthorimproveserviceability.Theprinciplesofthedesignofprestressedmasonryandconfinedmasonryaregiven,butapplicationrulesarenotprovided.ThisPartisnotvalidtbrmasonrywithaplanareaoflessthan0,04m2.(2)Forthosetypesofstructuresnotcoveredentirely,fornewstructuralusesforestablishedmaterialsfornewmaterials,orwhereactionsandotherinfluencesoutsidenormalexperiencehavetoberesisted,theprinciplesandapplicationrulesgiveninthisENmaybeapplicable,butmayneedtobesupplemented.(3)Part1-1givesdetailedruleswhicharemainlyapplicabletoordinarybuildings.Theapplicabilityoftheserulesmaybelimited,forpracticalreasonsorduetosimplifications;anylimitsofapplicabilityaregiveninthetextwherenecessary.(4)PThefollowingsubjectsaredealtwithinPart1-1:--sectioni:General;--section2:Basisofdesign;section3:Materials;section4:Durability;--section5:Structuralanalysis;--section6:UltimateLimitState;--section7:ServiceabilityLimitState;--section8:Detailing;--section9:Execution;(5)PPartl-Idoesnotcover:--resistancetofire(whichisdealtwithinEN1996-1-2);--particularaspectsofspecialtypesofbuilding(forexample,dynamiceffectsontallbuildings);--particularaspectsofspecialtypesofcivilengineeringworks(suchasmasonrybridges,dams,chimneysorliquid-retainingstructures);--particularaspectsofspecialtypesofstructures(suchasarchesordomes);--masonrywheregypsum,withorwithoutcement,mortarsareused;--masonrywheretheunitsarenotlaidinaregularpatternofcourses(rubblemasonry);--masonryreinforcedwithothermaterialsthansteel.
【中国标准分类号】:Q13
【国际标准分类号】:91_010_30;91_080_30
【页数】:125P.;A4
【正文语种】:德语