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【英文标准名称】:StandardTerminologyRelatingtoWood-BaseFiberandParticlePanelMaterials
【原文标准名称】:与木基纤维和刨花板材料相关的标准术语
【标准号】:ASTMD1554-2010
【标准状态】:现行
【国别】:
【发布日期】:2010
【实施或试行日期】:
【发布单位】:美国材料与试验协会(US-ASTM)
【起草单位】:D07.03
【标准类型】:(Terminology)
【标准水平】:()
【中文主题词】:纤维和刨花板;刨花板;木基
【英文主题词】:fiberandparticlepanels;particleboard;woodbased
【摘要】:1.1ThisterminologystandardcoversarepositoryoftermsandclassificationsessentialforthebusinessofSubcommitteeD07.03.1.2TermsandclassificationsforinclusioninthisterminologystandardwhenneededforgeneraluseintheconductofthestandardsoverwhichSubcommitteeD07.03hasjurisdiction.1.3Thetermsinthisstandardpertaintocellulosicboardsorpanelproductsderivedfromwoodandthewoodytissueofsuchplantsasbagasse,flax,andstraw.Theyfallintotwogeneralgroups:(1)thosemanufacturedfromlignocellulosicfibersandfiberbundleswhereinmanufacturetheinterfeltingofthefibersandanaturalbondarecharacteristics,and(2)thoseboardsmanufacturedfromawiderangeinsizeandshapeofparticlesrangingfromfineelementsapproachingfibersinsizetolargeflakeswhichareblendedwithsyntheticresinadhesiveandconsolidatedintoboardscharacterizedbytheresinbondandusuallyknownasresin-bondedparticleboardsormorecommonlyasparticleboards.
【中国标准分类号】:B70
【国际标准分类号】:01_040_79;79_060_01
【页数】:4P.;A4
【正文语种】:


【英文标准名称】:Eurocode8.Designofstructuresforearthquakeresistance-Part2:Bridges
【原文标准名称】:欧洲法规8.构筑物的抗震设计.第2部分:桥梁
【标准号】:BSEN1998-2-2005+A1-2009
【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;老化(材料);轴承;特性;抗弯应力;粘合剂;底部;桥;脆性断裂;建筑规范;圆截面;土木工程;柱;完整;压缩;混凝土;合格;一致性评估;建筑;施工工程作业;建设工程;建筑工程;绳索捆绑;准则;损伤;定义(术语);设计;尺寸选定;方向;置换;地震防护;抗震设计;地震;弹性的;弹性体;欧洲法规;适用性;力;基础;绝缘;绝缘子;相互作用;钻模;连接;扭结;极限;荷载能力;场所;损失;作标记;质量(物质);数学计算;方法;桩;位置;防护墙;规则;加筋;地震系数;地震荷载;地震学;形状;土壤;规范(验收);波谱;稳定性;钢;硬挺度;应变;材料强度;强度验证;结构设计;结构;结构方式;上部结构;时间关系分析;可移动的;速度;验证;振动;水;波的传播
【英文主题词】:Abutment;Ageing(materials);Bearings;Behaviour;Bendingstress;Bond;Bottom;Bridges;Brittlefractures;Buildingcode;Circularcrosssection;Civilengineering;Columns;Complete;Compression;Concretes;Conformity;Conformityassessment;Construction;Constructionengineeringworks;Constructionworks;Constructions;Cording-up;Criterion;Damage;Definitions;Design;Dimensioning;Direction;Displacements;Earthquakeprotection;Earthquake-resistantdesign;Earthquakes;Elastic;Elastomers;Eurocode;Fitnessforpurpose;Force;Foundations;Insulations;Insulators;Interaction;Jigs;Joints;Kinks;Limitations;Loadcapacity;Locations;Loss;Marking;Mass;Mathematicalcalculations;Methods;Piles;Position;Protectivewalls;Regulations;Reinforcement;Seismiccoefficient;Seismicloading;Seismology;Shape;Soils;Specification(approval);Spectra;Stability;Steels;Stiffness;Strain;Strengthofmaterials;Strengthprovings;Structuraldesign;Structure;Structures;Superstructures;Timehistory;Transportable;Velocity;Verification;Vibration;Water;Wavepropagation
【摘要】:(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).(6)ThefollowingtopicsaredealtwithinthetextofthisPart:?BasicrequirementsandComplianceCriteria,?SeismicAction,?Analysis,?StrengthVerification,?Detailing.ThisPartalsoincludesaspecialsectiononseismicisolationwithprovisionscoveringtheapplicationofthismethodofseismicprotectiontobridges.(7)AnnexGcontainsrulesforthecalculationofcapacitydesigneffects.(8)AnnexJcontainsrulesregardingthevariationofdesignpropertiesofseismicisolatorunitsandhowsuchvariationmaybetakenintoaccountindesign.
【中国标准分类号】:P28
【国际标准分类号】:91_120_25;93_040
【页数】:154P.;A4
【正文语种】:英语