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1、本科毕业设计外文文献及译文文献、资料题目：TheStructureFormofHigh-RiseBuildings文献、资料来源：ReviewofArchitecture文献、资料发表（出版）日期：2009.08.16院（部）：管理工程学院专业：工程管理班级：姓名：学号：指导教师：翻译日期：2011.06.10山东建筑大学毕业设计外文文献及译文外文文献:TheStructureFormofHigh-RiseBuildingsABSTRACT：High-risebuildingistopointtoexceedac
2、ertainheightandlayersmultistorybuildings.IntheUnitedStates,24.6mor7layeraboveashigh-risebuildings;InJapan,31mor8layerandaboveashigh-risebuildings;InBritain,tohaveequaltoorgreaterthan24.3marchitectureashigh-risebuildings.Since2005provisionsinChinamorethan10lay
3、ersofresidentialbuildingsandmorethan24meterstallothercivilbuildingforhigh-risebuildings.KEYWARD：High-RiseBuildings；Shear-WallSystems；Rigid-FrameSystems1.High-risebuildingprofilesAlthoughthebasicprinciplesofverticalandhorizontalsubsystemdesignremainthesameforl
4、ow-,medium-,orhigh-risebuildings,whenabuildinggetshightheverticalsubsystemsbecomeacontrollingproblemfortworeasons.Higherverticalloadswillrequirelargercolumns,walls,andshafts.But,moresignificantly,theoverturningmomentandthesheardeflectionsproducedbylateralforc
5、esaremuchlargerandmustbecarefullyprovidedfor.Theverticalsubsystemsinahigh-risebuildingtransmitaccumulatedgravityloadfromstorytostory,thusrequiringlargercolumnorwallsectionstosupportsuchloading.Inadditionthesesameverticalsubsystemsmusttransmitlateralloads,such
6、aswindorseismicloads,tothefoundations.However,incontrasttoverticalload,lateralloadeffectsonbuildingsarenotlinearandincreaserapidlywithincreaseinheight.Forexampleunderwindload,theoverturningmomentatthebaseofbuildingsvariesapproximatelyasthesquareofabuildingsma
7、yvaryasthefourthpowerofbuildingsheight,otherthingsbeingequal.Earthquakeproducesanevenmorepronouncedeffect.Whenthestructureforalow-ormedium-risebuildingisdesignedfordeadandliveload,itisalmostaninherentpropertythatthecolumns,walls,andstairorelevatorshaftscancar
8、rymostofthehorizontalforces.Theproblemisprimarilyoneofshearresistance.Moderateadditionbracingforrigidframesin“short”buildingscaneasilybeprovidedbyfillingcertainpanels(orevenallpanels)with
