ANSI/INCITS/ISO/IEC 23270-2008 信息技术.C-Sharp语言规范
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【英文标准名称】:Informationtechnology-C-SharpLanguageSpecification
【原文标准名称】:信息技术.C-Sharp语言规范
【标准号】:ANSI/INCITS/ISO/IEC23270-2008
【标准状态】:现行
【国别】:美国
【发布日期】:2008
【实施或试行日期】:
【发布单位】:美国国家标准学会(US-ANSI)
【起草单位】:ANSI
【标准类型】:()
【标准水平】:()
【中文主题词】:算法;C(程序设计语言);计算机软件;数据处理;定义;程序设计;程序设计语言;句法
【英文主题词】:Algorithms;C(programminglanguage);Computersoftware;Dataprocessing;Definition;Definitions;Programming;Programminglanguages;Syntax
【摘要】:ISO/IEC23270:2006specifiestheformandestablishestheinterpretationofprogramswrittenintheC-Sharpprogramminglanguage
【中国标准分类号】:L74
【国际标准分类号】:35_060
【页数】:
【正文语种】:英语
基本信息
| 标准名称： | 干部调动原因分类代码 |
| 中标分类： |
|
| 发布部门： | 中华人民共和国水利部 |
| 发布日期： | 1997-08-22 |
| 实施日期： | 1997-11-01 |
| 首发日期： | |
| 作废日期： | |
| 提出单位： | 中华人民共和国水利部 |
| 起草单位： | 水利部水利信息中心 |
| 起草人： | 古林涛、林成华、魏恒江、 |
| 出版社： | 中国水利水电出版社 |
| 出版日期： | |
| 页数： | 7页 |
适用范围
本标准规定了干部调动原因的分类和代码。
本标准活用于政务信息全换、处理和有关数据库的建设。
前言
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目录
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引用标准
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所属分类：
【英文标准名称】:StandardPracticeforDeterminingtheNormalizedPenetrationResistanceofSandsforEvaluationofLiquefactionPotential
【原文标准名称】:液化潜能的评价用砂的常规耐穿透性测定的标准操作规程
【标准号】:ASTMD6066-1996(2004)
【标准状态】:现行
【国别】:
【发布日期】:1996
【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】:D18.02
【标准类型】:(Practice)
【标准水平】:()
【中文主题词】:地震;抗穿透率;液化;标准穿透试验
【英文主题词】:earthquakes;liquefaction;penetrationresistance;standardpenetrationtest
【摘要】:1.1Thispracticeoutlinesaproceduretoobtainarecordofnormalizedresistanceofsandstothepenetrationofastandardsamplerdrivenbyastandardenergyforestimatingsoilliquefactionpotentialduringearthquakes.Thenormalizedpenetrationresistancedeterminedinthispracticemaybeusefulfordeterminationofotherengineeringpropertiesofsands.1.2ThispracticeusesTestMethodD1586withadditionsandmodificationstominimizedisturbanceofsaturatedloosecohesionlesssandsduringdrilling.ThispracticecombinesresultsofTestMethodD1586andinterpretsthedatafornormalizationpurposes.1.3DuetoinherentvariabilityoftheSPT,guidanceisgivenontestconfigurationandenergyadjustments.Penetrationresistanceisadjustedforenergydeliveredinthepenetrationtest.Energyadjustmentscanbeestimatedormeasuredandreported.1.4Standardpracticefornormalizingpenetrationresistancevaluesisgiven.Penetrationresistancedataarenormalizedtoastandardoverburdenstresslevel.1.5Thenormalizedpenetrationresistancedatamaybeusedtoestimateliquefactionresistanceofsaturatedsandsfromearthquakeshaking.Evaluationofliquefactionresistancemaybeappliedtonaturalgroundconditionsorfoundationsforeitherplannedorexistingstructures.1.6Usingthispracticerepresentativedisturbedsamplesofthesoilcanbecollectedforidentificationpurposes.1.7Thispracticeislimitedtouseincohesionlesssoils(seeTestMethodD2487andclassificationsofSM,SW,SP,SP-SM,andSW-SMPracticeD2488).Inmostcases,testingisperformedinsaturateddepositsbelowthewatertable.Insomecases,drysandsmaybetested(see).Thispracticeisnotapplicabletolithifiedmaterialsorfinegrainedsoils.Gravelcaninterferewiththetestandresultinelevatedpenetrationresistancevalues.Normalizationofpenetrationresistancevaluesforgravellysoilsisbeyondthescopeofthispractice.Penetrationresistancemeasurementsoftenwillinvolvesafetyplanning,administration,anddocumentation.Thispracticedoesnotpurporttoaddressallaspectsofexplorationandsitesafety.Thisstandarddoesnotpurporttoaddressallofthesafetyconcerns,ifany,associatedwithitsuse.Itistheresponsibilityoftheuserofthisstandardtoestablishappropriatesafetyandhealthpracticesanddeterminetheapplicabilityofregulatorylimitationspriortouse.Performanceofthetestusuallyinvolvesuseofadrillrig;therefore,safetyrequirementsasoutlinedinapplicablesafetystandards.Forexample,OSHAregulations,DCDMAsafetymanual,drillingsafetymanuals,andotherapplicablestateandlocalregulationsmustbeobserved.1.8Thevaluesstatedininch-poundunitsaretoberegardedasstandard.Withinthetext,theSIunits,areshowninparentheses.Thevaluesstatedineachsystemarenotequivalents,therefore,eachsystemmustbeusedindependentlyoftheother.1.8.1Inpressurecorrectioncalculations,commonunitsareton/ft2,kg/cm2,atm,andbars.Sincetheseunitsareapproximatelyequal(withinafactorof1.1),manyengineersprefertheuseoftheseunitsinstresscorrectioncalculations.ForthoseusingkPaorkN/m2,100kPaisapproximatelyequaltooneton/ft2.Thestressexponent,n,(see)isapproximatelyequalfortheseunits.1.9Thispracticemaynotbeapplicableinsomecountries,states,orlocalities,whererulesorstandardsmaydifferforapplyingpenetrationresistancetoliquefactionestimates.Otherpracticesexistforestimatingsoilinstabilityfrompenetrationresistancedata.Proceduresmaychangewithadvancesingeotechnicalengineering.Itisdependentontheuserinconsultationwithexperiencedengineerstoselectappropriatemethodsandcorrectiontodata.Inearthquakeeng......
【中国标准分类号】:A42
【国际标准分类号】:13_080_99
【页数】:16P.;A4
【正文语种】:
