土木工程外文文献及翻译同名6070.docx

上传人:b****1 文档编号:3593076 上传时间:2023-05-06 格式:DOCX 页数:27 大小:263.44KB
下载 相关 举报
土木工程外文文献及翻译同名6070.docx_第1页
第1页 / 共27页
土木工程外文文献及翻译同名6070.docx_第2页
第2页 / 共27页
土木工程外文文献及翻译同名6070.docx_第3页
第3页 / 共27页
土木工程外文文献及翻译同名6070.docx_第4页
第4页 / 共27页
土木工程外文文献及翻译同名6070.docx_第5页
第5页 / 共27页
土木工程外文文献及翻译同名6070.docx_第6页
第6页 / 共27页
土木工程外文文献及翻译同名6070.docx_第7页
第7页 / 共27页
土木工程外文文献及翻译同名6070.docx_第8页
第8页 / 共27页
土木工程外文文献及翻译同名6070.docx_第9页
第9页 / 共27页
土木工程外文文献及翻译同名6070.docx_第10页
第10页 / 共27页
土木工程外文文献及翻译同名6070.docx_第11页
第11页 / 共27页
土木工程外文文献及翻译同名6070.docx_第12页
第12页 / 共27页
土木工程外文文献及翻译同名6070.docx_第13页
第13页 / 共27页
土木工程外文文献及翻译同名6070.docx_第14页
第14页 / 共27页
土木工程外文文献及翻译同名6070.docx_第15页
第15页 / 共27页
土木工程外文文献及翻译同名6070.docx_第16页
第16页 / 共27页
土木工程外文文献及翻译同名6070.docx_第17页
第17页 / 共27页
土木工程外文文献及翻译同名6070.docx_第18页
第18页 / 共27页
土木工程外文文献及翻译同名6070.docx_第19页
第19页 / 共27页
土木工程外文文献及翻译同名6070.docx_第20页
第20页 / 共27页
亲,该文档总共27页,到这儿已超出免费预览范围,如果喜欢就下载吧!
下载资源
资源描述

土木工程外文文献及翻译同名6070.docx

《土木工程外文文献及翻译同名6070.docx》由会员分享,可在线阅读,更多相关《土木工程外文文献及翻译同名6070.docx(27页珍藏版)》请在冰点文库上搜索。

土木工程外文文献及翻译同名6070.docx

土木工程外文文献及翻译同名6070

土木工程外文文献及翻译(同名6070)

 

 

本科毕业设计

外文文献及译文

 

文献、资料题目:

DesigningAgainstFireOfBuilding

文献、资料来源:

国道数据库

文献、资料发表(出版)日期:

2008.3.25

院(部):

土木工程学院

专业:

土木工程

班级:

土木辅修091

姓名:

武建伟

学号:

2008121008

指导教师:

周学军、李相云

翻译日期:

20012.6.1

requirements.Attheoutset,itneedstobenotedthatdesigningabuildingforfiresafetyisfarmorethansimplyconsideringthebuildingstructureandwhetherithassufficientstructuraladequacy.Thisisbecausefirescanhaveadirectinfluenceonoccupantsviasmokeandheatandcangrowinsizeandseverityunlikeothereffectsimposedonthebuilding.Notwithstandingthesecomments,thefocusofthispaperwillbelargelyondesignissuesassociatedwiththebuildingstructure.

Twosituationsassociatedwithabuildingareusedforthepurposeofdiscussion.Themulti-storeyofficebuildingshowninFigure1issupportedbyatransferstructurethatspansoverasetofrailwaytracks.Itisassumedthatawiderangeofrailtrafficutilisesthesetracksincludingfreightanddiesellocomotives.Thefirstsituationtobeconsideredfromafiresafetyperspectiveisthetransferstructure.ThisistermedSituation1andthekeyquestionsare:

whatleveloffireresistanceisrequiredforthistransferstructureandhowcanthisbedetermined?

Thissituationhasbeenchosensinceitclearlyfallsoutsidethenormalregulatoryscopeofmostbuild-ingregulations.Anengineeringsolution,ratherthanaprescriptiveoneisrequired.Thesecondfiresituation(termedSituation2)correspondstoafirewithintheofficelevelsofthebuildingandiscoveredbybuildingregulations.Thissituationischosenbecauseitwillenableadiscussionofengineeringapproachesandhowtheseinterfacewiththebuildingregulations–sincebothengineeringandprescriptivesolutionsarepossible.

2UNIQUENESSOFFIRE

2.1Introduction

Windandearthquakescanbeconsideredtobe“natural”phenomenaoverwhichdesignershavenocontrolexceptperhapstochoosethelocationofbuildingsmorecarefullyonthebasisofhistoricalrecordsandtodesignbuildingtoresistsufficientlyhighloadsoraccelerationsfortheparticularlocation.Deadandliveloadsinbuildingsaretheresultofgravity.Alloftheseloadsarevariableanditispossible(althoughgenerallyunlikely)thattheloadsmayexceedtheresistanceofthecriticalstructuralmembersresultinginstructuralfailure.

Thenatureandinfluenceoffiresinbuildingsarequitedifferenttothoseassociatedwithother“loads”towhichabuildingmaybesubjectedto.Theessentialdifferencesaredescribedinthefollowingsections.

2.2OriginofFire

Inmostsituations(ignoringbushfires),fireoriginatesfromhumanactivitieswithinthebuildingorthemalfunctionofequipmentplacedwithinthebuildingtoprovideaserviceableenvironment.Itfollowsthereforethatitispossibletoinfluencetherateoffirestartsbyinfluencinghumanbehaviour,limitingandmonitoringhumanbehaviourandimprovingthedesignofequipmentanditsmaintenance.Thisisnotthecasefortheusualloadsappliedtoabuilding.

2.3AbilitytoInfluence

Sincewindandearthquakearedirectlyfunctionsofnature,itisnotpossibletoinfluencesucheventstoanyextent.Onehastoanticipatethemanddesignaccordingly.Itmaybepossibletoinfluencethelevelofliveloadinabuildingbyconductingauditsandplacingrestrictionsoncontents.However,inthecaseofafirestart,therearemanyfactorsthatcanbebroughttobeartoinfluencetheultimatesizeofthefireanditseffectwithinthebuilding.Itisknownthatoccupantswithinabuildingwilloftendetectafireanddealwithitbeforeitreachesasig-nificantsize.Itisestimatedthatlessthanonefireinfive(Favre,1996)resultsinacalltothefirebrigadeandforfiresreportedtothefirebrigade,themajoritywillbelimitedtotheroomoffireorigin.Inoc-cupiedspaces,olfactorycues(smell)providepowerfulevidenceofthepresenceofevenasmallfire.Theadditionofafunctionalsmokedetectionsystemwillfurtherimprovethelikelihoodofdetectionandofactionbeingtakenbytheoccupants.

Firefightingequipment,suchasextinguishersandhosereels,isgenerallyprovidedwithinbuildingsfortheuseofoccupantsandmanyorganisationsprovidetrainingforstaffinrespectoftheuseofsuchequipment.

Thegrowthofafirecanalsobelimitedbyautomaticextinguishingsystemssuchassprinklers,whichcanbedesignedtohavehighlevelsofeffectiveness.Firescanalsobelimitedbythefirebrigadedependingonthesizeandlocationofthefireatthetimeofarrival.

2.4EffectsofFire

Thestructuralelementsinthevicinityofthefirewillexperiencetheeffectsofheat.Thetemperatureswithinthestructuralelementswillincreasewithtimeofexposuretothefire,therateoftemperaturerisebeingdictatedbythethermalresistanceofthestructuralelementandtheseverityofthefire.Theincreaseintemperatureswithinamemberwillresultinboththermalexpansionand,eventually,areductioninthestructuralresistanceofthemember.Differentialthermalexpansionwillleadtobowingofamember.Significantaxialexpansionwillbeaccommodatedinsteelmembersbyeitheroverallorlocalbucklingoryieldingoflocal-isedregions.Theseeffectswillbedetrimentalforcolumnsbutforbeamsformingpartofafloorsystemmayassistinthedevelopmentofotherloadresistingmechanisms(seeSection4.3.5).

Withtheexceptionofthedevelopmentofforcesduetorestraintofthermalexpansion,firedoesnotimposeloadsonthestructurebutratherreducesstiffnessandstrength.Sucheffectsarenotinstantaneousbutareafunctionoftimeandthisisdifferenttotheeffectsofloadssuchasearthquakeandwindthataremoreorlessinstantaneous.

Heatingeffectsassociatedwithafirewillnotbesignificantortherateoflossofcapacitywillbeslowedif:

(a)thefireisextinguished(e.g.aneffectivesprinklersystem)

(b)thefireisofinsufficientseverity–insufficientfuel,and/or

(c)thestructuralelementshavesufficientthermalmassand/orinsulationtoslowtheriseininternaltemperature

Fireprotectionmeasuressuchasprovidingsufficientaxisdistanceanddimensionsforconcreteelements,andsufficientinsulationthicknessforsteelelementsareexamplesof(c).TheseareillustratedinFigure2.

Thetwosituationsdescribedintheintroductionarenowconsidered.

3FIREWITHINBUILDINGS

3.1FireSafetyConsiderations

Theimplicationsoffirewithintheoccupiedpartsoftheofficebuilding(Figure1)(Situation2)arenowconsidered.Firestatisticsforofficebuildingsshowthataboutonefatalityisexpectedinanofficebuildingforevery1000firesreportedtothefirebrigade.Thisisanorderofmagnitudelessthanthefatalityrateassociatedwithapartmentbuildings.Morethantwothirdsoffiresoccurduringoccupiedhoursandthisisduetothegreaterhumanactivityandthegreateruseofserviceswithinthebuilding.Itistwiceaslikelythatafirethatcommencesoutofnormalworkinghourswillextendbeyondtheenclosureoffireorigin.

Arelativelysmallfirecangeneratelargequantitiesofsmokewithintheflooroffireorigin.Ifthefloorisofopen-planconstructionwithfewpartitions,thepresenceofafireduringnormaloccupiedhoursisalmostcertaintobedetectedthroughtheobservationofsmokeonthefloor.Thepresenceoffullheightpartitionsacrossthefloorwillslowthespreadofsmokeandpossiblyalsothespeedatwhichtheoccupantsdetectthefire.Anymeasuresaimedatimprovinghousekeeping,fireawarenessandfireresponsewillbebeneficialinreducingthelikelihoodofmajorfiresduringoccupiedhours.

Formulti-storeybuildings,smokedetectionsystemsandalarmsareoftenprovidedtogive“automatic”detectionandwarningtotheoccupants.Analarmsignalisalsotransmittedtothefirebrigade.

Shouldthefirenotbeabletobecontrolledbytheoccupantsonthefirefloor,theywillneedtoleavetheflooroffireoriginviathestairs.Stairenclosuresmaybedesignedtobefire-resistantbutthismaynotbesufficienttokeepthesmokeoutofthestairs.Manybuildingsincorporatestairpressurisationsystemswherebypositiveairflowisintroducedintothestairsupondetectionofsmokewithinthebuilding.However,thisincreasestheforcesrequiredtoopenthestairdoorsandmakesitincreasinglydifficulttoaccessthestairs.Itisquitelikelythatexcessivedooropeningforceswillexist(Fazioetal,2006)

Fromafireperspective,itiscommontoconsiderthatabuildingconsistsofenclosuresformedbythepresenceofwallsandfloors.Anenclosurethathassufficientlyfire-resistantboundaries(i.e.wallsandfloors)isconsideredtoconstituteafirecompartmentandtobecapableoflimitingthespreadoffiretoanadjacentcompartment.However,theabilityofsuchboundariestorestrictthespreadoffirecanbeseverelylimitedbytheneedtoprovidenaturallighting(windows)andaccessopeningsbetweentheadjacentcompartments(doorsandstairs).Firespreadviatheexternalopenings(windows)isadistinctpossibilitygivenafullydevelopedfire.Limit-ingthewindowsizesandgeometrycanreducebutnoteliminatethepossibilityofverticalfirespread.

Byfarthemosteffectivemeasureinlimitingfirespread,otherthanthepresenceofoccupants,isaneffectivesprinklersystemthatdeliverswatertoagrowingfirerapidlyreducingtheheatbeinggeneratedandvirtuallyextinguishingit.

3.2EstimatingFireSeverity

Intheabsenceofmeasurestoextinguishdevelopingfires,orshouldsuchsystemsfail;severefirescandevelopwithinbuildings.

Infireengineeringliterature,the

展开阅读全文
相关资源
猜你喜欢
相关搜索
资源标签

当前位置:首页 > 党团工作 > 入党转正申请

copyright@ 2008-2023 冰点文库 网站版权所有

经营许可证编号:鄂ICP备19020893号-2