简介：Flushingpipeoutletsareprovidedatthefloorofsedimentationbasinsforflushingoutofthedepositedsediments.Theseoutletshavetobepositionedinsuchawaysoastoremovethedepositedsedimentseffectively.Intheabsenceofrationalmethodforthelocation,presentlytheoutletsarelocatedbyjudgment.Areviewofliteratureindicatedthatthereisnojudiciousmethodavailableforobtainingtheoutletdiameter.Presentedhereinarethedesignequationsfortheflushingoutlets.Itishopedthattheequationwillbeusefultothedesignengineers.

简介：ThedevelopmentofInternetprovidesconvenientenvironmentforinformationsearchingandbrowsing.Italsoofferssanewplatformforgeographicinformationprocessingandanalysis.ThispaperdiscussesorganizationandprocessingapproachtoInternetgeographicinformation,andprovidesanewmethodtocross-platformanddistributedgeographicinformationanditssoftwareimplementation.Theexampieisusedtoshowthepracticalityandsuperiorityofthismethod

简介：Theseismicconceptualdesignisanessentialpartofseismicdesigncodes.Itpointsoutthattheterm'seismicconceptualdesign'shouldimplythreeaspects,i.e.,thegivenconceptitself,thespecificprovisionsrelatedtothegivenconceptandthedesigningfollowingtheprovisions.Seismicconceptualdesigncanbeclassifiedintotwocategories:thestrictortraditionalseismicconceptualdesignandthegeneralizedseismicconceptualdesign.Theauthorsaretryingtodefineforbothconceptualdesignstheirconnotationsandstudytheircharacteristics,inparticular,thedifferencesbetweenthem.Authorsemphasizethatbothconceptualdesignssoundveryclose,however,theirdifferencesareapparent.Thestrictconceptualdesignsareusuallyworkedoutdirectlyfromengineeringpracticeand/orlessonslearntfromearthquakedamage,whilethegeneralizedconceptualdesignsareresultedinaseriesofvisionsaimingtorealizethegeneralobjectivesoftheseismiccodes.Thestrictconceptualdesigns,(traditionalconceptualdesigns)areindispensableelementsofseismiccodesinassuringdesignedstructuressaferandthegeneralizedconceptualdesignsareplayingkeyrolesindirectingtoamoreadvancedandeffectiveseismiccodes.

简介：ThispaperdiscussestheurbanlandgradingsystembasedontheselfdevelopedGISsoftware.Thesystemestablishesthesystemtemplate,therelevantdatastructureandtheempiricalformulasoftheaffectingfactorandeconomicdataoflanduse.Besides,thesystemcancalculatetheserviceradius,sumandlandgradeautomatically.Furthermore,itcandostatisticsandqueryonvariouslandinformationandshowtheresultoflandgradingwithspatialandattributedata.ThispaperillustratestheresultbygivinganexampleofthecommerciallandgradingoftheurbanareaofWuhanCitybytheurbanlandgradingsystem.

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简介：Differentfromthetraditionalone-dimensionalextremevaluestatisticalmethod,practicaldesigncriteriafornearshorestructuredesignarepresentedbasedonjointprobabilitytheoryinthispaper.Theproposedprocedureconsidersthecombinedeffectoftidelevel,hugewavesandwindaffectingcoastalstructures.TheImportanceSamplingProcedure(ISP)isutilizedtosolvethejointdistributionofnon-Gaussiancorrelatedmultivariatedistributions.ThecalculationresultsshowthattheISPisasimulatingtechniquewiththeadvantagesofefficiencyandhighconvergency.Finallytheenvironmentalconditionsaregivenusingthistechniquefornear-shorestructuredesignintheQingdaoarea.

简介：Inthispaper,themainproblemsconcerningreliabilitydesignofoffshoreplatformstructurearedescribedandthegeneralstepsfortheuseofSafetyCoefficientMethodarepresented.

简介：ManyInternet-GIShavebeenimplementedonthewebandtheyareincreasinglybecominganimportantpartofmultimediacartographythathasmuchmoreusersascomparedtotraditionalGISproductionmedia.InternetGIStechnologyhasprovidedtheGISdynamicinformationacquisitionwithtechnicalsupport.Also,thevisualizationtechnologyofelectronicmaphasprovidedtoolsforGISsymbolswithdynamiccharacteristics.OnthebasisofGISdynamicinformationacquisition,thedesignideaandimplementationmethodsofdynamicsymbolsindynamicGISarepresentedinthisarticle.

简介：-Inthispaper,someproblemsinthedesignofthebreakwaterforDayaowanportareaaredescribedincludingtheoptimalselectionofthelayoutplanofthebreakwater;theselectionofstructuraltypeofthebreakwater,theconcreteblocktypeforbankprotection,thereversedL-shapeparapet;theelevationoftheparapet;thestabilitytestofthewholerevetment;aswellaswaveabsorbingeffectsoftheperforated

简介：Amonitoringschememustbesodesignedthatseveralpossiblemod-elscanbeefficientlyseparatedinthestageofanalysisofdeformationmeasure-ments.BasedontheconceptofseparabilitydevelopedbyChenandChrzanowski,amethodologyforthedesignofmonitoringschemeshasbeendevelopedbytheau-thors.Inthemethodacomputersimulationtechniqueisemployed,intowhichsomeruleshavebeenelaboratedallowingminimalhumanintervention.Inthispa-perthecriterionisfirstpresentedandthedesigntechniqueusingthesteponeup-datingprocedureisdiscussed.Finally,designofasimulatedmonitoringnetworkismadeasademonstratingexample.

简介：［1］Holthuijsen,L.H.,Booij,N.andHerbers,T.H.,1989.Apredictionmodelforstationary,short-crestedwavesinshallowwaterwithambientcurrents,CoastalEngineering,13,23～54.［2］Lavrenov,I.V.etal.,1998.Estimationoftheextremeheightsofwindwavesinthecoastalseaarea,Proceedings5thinternationalworkshoponwavehindcastingandforecasting,January26～30,Melbourne,FL.USA,439～450.［3］LILuping,1998.TheeffectontheseafloorerosiononwavehindcastingincoastalareasofBohaiSea,Proceedings5thinternationalworkshoponwavehindcastingandforecasting,January26～30,Melbourne,FL.USA,421～432.

简介：Thelastdecadeorsohasseenthedevelopmentofrefinedperformance-basedearthquakeengineering(PBEE)approachesthatnowprovideaframeworkforestimationofarangeofimportantdecisionvariables,suchasrepaircosts,repairtimeandnumberofcasualties.ThispaperreviewscurrenttoolsforPBEE,includingthePACTsoftware,andexaminesthepossibilityofextendingtheinnovativedisplacement-basedassessmentapproachasasimplifiedstructuralanalysisoptionforperformanceassessment.Detailsofthedisplacement-baseds+eismicassessmentmethodarereviewedandasimplemeansofquicklyassessingmultiplehazardlevelsisproposed.Furthermore,proposalsforasimpledefinitionofcollapsefragilityandrelationsbetweenequivalentsingle-degree-of-freedomcharacteristicsandmulti-degree-of-freedomstorydriftandflooraccelerationdemandsarediscussed,highlightingneedsforfutureresearch.Toillustratethepotentialofthemethodology,performancemeasuresobtainedfromthesimplifiedmethodarecomparedwiththosecomputedusingtheresultsofincrementaldynamicanalyseswithinthePEERperformance-basedearthquakeengineeringframework,appliedtoabenchmarkbuilding.Thecomparisonillustratesthatthesimplifiedmethodcouldbeaveryeffectiveconceptualseismicdesigntool.Theadvantagesanddisadvantagesofthesimplifiedapproacharediscussedandpotentialimplicationsofadvancedseismicperformanceassessmentsforconceptualseismicdesignarehighlightedthroughexaminationofdifferentcasestudyscenariosincludingdifferentstructuralconfigurations.

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简介：反公羊保护桩系统，在大楼和基础结构附近被安装，能阻止非法的车辆进入，从忍受车辆的即席创作的爆破装置(VBIED)维持距离并且减少相应损坏。与一个固定保护桩系统相比，当当需要时，它能被移开，一个可移动的保护桩系统提供更多的灵活性。这份报纸首先建议评估K4的可移动的反公羊保护桩系统的一种新类型。模仿撞击保护桩系统的车辆的碰撞，一个有限元素模型然后通过数字模拟结果和存在试验性的结果的比较被造并且验证。基于直角的设计方法，影响这个建议系统的安全和经济的因素根据他们的重要性被检验并且排序。一个最佳的设计计划然后被生产。最后，策划验证建议设计的有效性，包括影响测试的二前面影响测试和二个方面，四动态影响测试根据BSI说明被进行了。标本的剩余旋转角度比30o小并且满足BSI说明的要求。

简介：现在，空间数据在因特网上被卖并且播送的越来越多的digitalized。因此，在那里产生关于数字数据的版权保护的一个重要问题。解决这个问题，这份报纸设计了并且实现一种空间数据watermarking服务(SDWS)能为数据办理提供一个安全框架并且经由因特网转并且同时保护版权主人和消费者的权利的系统。

简介：Anoptimizationmethodisbasedtodesignasnowfallestimatemethodbyradarforoperationalsnowwarning,anderrorestimationisanalyzedthroughacaseofheavysnowonMarch4,2007.Threemodifiedschemesaredevelopedforerrorscausedbytemperaturechanges,snowflaketerminalvelocity,thedistancefromtheradarandcalculationmethods.Duetotheimprovements,thecorrelationcoefficientbetweentheestimatedsnowfallandtheobservationis0.66(exceedingthe99%confidencelevel),theaveragerelativeerrorisreducedto48.74%,andthemethodisabletoestimateweaksnowfallof0.3mm/handheavysnowfallabove5mm/h.Thecorrelationcoefficientis0.82betweentheestimatedsnowfallfromthestations50to100kmfromtheradarandtheobservation.Theimprovedeffectisweakwhentheinfluenceofthesnowflaketerminalvelocityisconsideredinthosethreeimprovementprograms,whichmayberelatedtotheuniformecho.Theradarestimateofsnow,whichisclassifiedbythedistancebetweenthesampleandtheradar,hasthemostobviouseffect:itcannotonlyincreasethedegreeofsimilarity,butalsoreducetheoverestimateandtheundervaluationoftheerrorcausedbythedistancebetweenthesampleandtheradar.Theimprovedalgorithmfurtherimprovestheaccuracyoftheestimate.Theaveragerelativeerrorsare31%and27%fortheheavysnowfallof1.6to2.5mm/handabove2.6mm/h,respectively,buttheradaroverestimatesthesnowfallunder1.5mm/handunderestimatesthesnowfallabove2.6mm/h.Radarechomaynotbesensitivetotheintensityofsnowfall,andtheconsistencyshownbytheerrorcanbeexploitedtoreviseandimprovetheestimationaccuracyofsnowforecastintheoperationalwork.

简介：SVLBI(空间很长的基线干涉量度)在测地学和地球动力学有一些重要潜在的应用，为哪个最困难的任务是精确决定一颗SVLBI卫星的轨道。这个工作学习将可能能决定一颗空间VLBI卫星的轨道的几种技术。然后，根据为测地学的学习和GNSS的几何学的卫星和要求的类型和特征(GPS，伽利略)追踪空间VLBI卫星的卫星，SVLBI卫星(TEST-SVLBI)的六个Keplerian元素被决定。一个程序被设计由网络，追踪的网络ofTEST-SVLBI与被设计的车站分析不同高度的空格的范围区域。由网络追踪TEST-SVLBI的效率被学习，并且结果被介绍。

简介：Newmarkdesignspectrahavebeenimplementedinmanybuildingcodes,especiallyinbuildingcodesforcriticalstructures.PreviousstudiesshowthatNewmarkdesignspectraexhibitloweramplitudesathighfrequenciesandlargeramplitudesatlowfrequenciesincomparisonwithspectradevelopedbystatisticalmethods.Toresolvethisproblem,thisstudyconsidersthreesuitesofgroundmotionsrecordedatthreetypesofsites.Usingthesegroundmotions,influencesoftheshear-wavevelocity,earthquakemagnitudes,source-to-sitedistancesontheratiosofgroundmotionparametersarestudied,andspectrumamplificationfactorsarestatisticallycalculated.Spectralboundsforcombinationsofthreesitecategoriesandtwocasesofearthquakemagnitudesareestimated.Sitedesignspectrumcoefficientsforthethreesitecategoriesconsideringearthquakemagnitudesareestablished.TheproblemsofNewmarkdesignspectracouldberesolvedbyusingthesitedesignspectrumcoefficientstomodifythespectralvaluesofNewmarkdesignspectraintheaccelerationsensitive,velocitysensitive,anddisplacementsensitiveregions.

简介：TheTheGreat-WestDykewithalengthof6.7km,thelargestseawallinChina,wascompletedinJune,1994.Thispaperintroducesstructureoptionsofnibblemoundseawallonsoftfoundationandanewtypeofarmourblock-hexagonmultiholeblock(HMB)andanewmethodoftreatmentforsoftfoundationbyusingunderwaterexplosion.ConstructionpracticeofsomeprojectsinChinashowsthatbyusingthismethodgoodeffectoftreatmentandmarkedeconomicbenefitcanbeachievedbyusingthismethod.

简介：沉积氧需求(草皮)是为水质量分析并且为在河，湖，河口和海湾里当模特儿的水质量的一个关键参数。草皮能在实验室并且在situ被测量。然而，在里面situ技术看起来是为测量草皮，，的更好的途径它可能提供更代表性、精确的结果。以便优化设计在situ草皮测量房间，在圆柱的草皮测量房间的三维的流动地，通常使用为在situ大小，被使用基于RNG的k-数字地模仿了两倍方程骚乱模型。有三种不同流入管子配置的草皮房间被调查。结果证明那房间III在另外的图案上介绍明显的优点为在situ草皮测量，因为好流动混合能被完成，底部沉积暂停能在房间被避免。数字模拟结果被比较验证，存在结果源于实验室实验。设计反映数字模拟的结果的草皮测量房间成功地被测试为在新鲜、盐的水里的situ草皮大小。