TB/T 2811.3-1997 13号钩尾框777尺寸厂修检查样板
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基本信息
标准名称: | 13号钩尾框777尺寸厂修检查样板 |
中标分类: |
铁路 >>
机车车辆通用标准 >>
机车车辆检修工艺与设备 |
替代情况: | 被TB/T 2811-2007替代 |
发布日期: | 1997-07-10 |
实施日期: | 1998-01-01 |
首发日期: | |
作废日期: | 2007-10-01 |
出版日期: | |
页数: | 2页 |
适用范围
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前言
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所属分类: 铁路 机车车辆通用标准 机车车辆检修工艺与设备
【英文标准名称】:Eurocode8:Designofstructuresforearthquakeresistance-Part3:Assessmentandretrofittingofbuildings;GermanversionEN1998-3:2005
【原文标准名称】:欧洲法规8:抗地震结构设计.第3部分:建筑物的评定和加固
【标准号】:DINEN1998-3-2006
【标准状态】:作废
【国别】:德国
【发布日期】:2006-04
【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】:建筑物;建筑;建设工程;定义;设计;地震防护;抗震设计;欧洲法规;评定;杆(柱);数学计算;加筋;安全;地震系数;地震荷载;稳定性
【英文主题词】:Buildings;Construction;Constructionworks;Definitions;Design;Earthquakeprotection;Earthquake-resistantdesign;Eurocode;Evaluations;Masts;Mathematicalcalculations;Reinforcement;Safety;Seismiccoefficient;Seismicloading;Stability
【摘要】:(1)ThescopeofEurocode8isdefinedinEN1998-1:2004,l.l.1andthescopeofthisStandardisdefinedin(2),(4)and(5).AdditionalpartsofEurocode8areindicatedinEN1998-1:2004,1.1.3.(2)ThescopeofEN1998-3isasfollows:-Toprovidecriteriafortheevaluationoftheseismicperformanceofexistingindividualbuildingstructures.-Todescribetheapproachinselectingnecessarycorrectivemeasures-Tosetforthcriteriaforthedesignofretrofittingmeasures(i.e.conception,structuralanalysisincludinginterventionmeasures,finaldimensioningofstructuralpartsandtheirconnectionstoexistingstructuralelements).NOTEForthepurposesofthisstandard,retrofittingcoversboththestrengtheningofundamagedstructuresandtherepairofearthquakedamagedstructures.(3)Whendesigningastructuralinterventiontoprovideadequateresistanceagainstseismicactions,structuralverificationsshouldalsobemadewithrespecttonon-seismicloadcombinations.(4)ReflectingthebasicrequirementsofEN1998-1:2004,thisStandardcoverstheseismicassessmentandretrofittingofbuildingsmadeofthemorecommonlyusedstructuralmaterials:concrete,steel,andmasonry.NOTEInformativeAnnexesA,BandCcontainadditionalinformationrelatedtotheassessmentofreinforcedconcrete,steelandcomposite,andmasonrybuildings,respectively,andtotheirupgradingwhennecessary.(5)AlthoughtheprovisionsofthisStandardareapplicabletoallcategoriesofbuildings,theseismicassessmentandretrofittingofmonumentsandhistoricalbuildingsoftenrequiresdifferenttypesofprovisionsandapproaches,dependingonthenatureofthemonuments.(6)Sinceexistingstructures:(i)reflectthestateofknowledgeatthetimeoftheirconstruction,(ii)possiblycontainhiddengrosserrors,(iii)mayhavebeensubmittedtopreviousearthquakesorotheraccidentalactionswithunknowneffects,structuralevaluationandpossiblestructuralinterventionaretypicallysubjectedtoadifferentdegreeofuncertainty(levelofknowledge)thanthedesignofnewstructures.Differentsetsofmaterialandstructuralsafetyfactorsarethereforerequired,aswellasdifferentanalysisprocedures,dependingonthecompletenessandreliabilityoftheinformationavailable.
【中国标准分类号】:P15
【国际标准分类号】:91_120_25
【页数】:91P.;A4
【正文语种】:德语