某航空指挥塔台概念设计及技术措施

43520133BuildingStructureVol．43No．5Mar．201303001364m-。。、、。TU398.7A1002-848X201305-0023-06DesignconceptandtechniqueresolutionsforacontroltowerLiWeiWangGuoqiangGaoHuaLiXiaoxiaLiuYanhongShanxiArchitecturalDesign＆ResearchInstituteTaiyuan030013ChinaAbstractThecontroltowerofTaiyuanAirRouteTrafficControlCenterisa64meterstallsteelreinforcedconcreteshear-walltube．Tofulfilltherequirementsofelevationandbuildingfunctionthetowercomesouttobeanirregularstructurewithstrengthcharacteristicsimilartothestaticallydeterminatestructure．Specialseismicdesignconceptwasproposed．Toachievetheseismicfortificationgoalforsuchatallbuildingespeciallyasaclassstaticallydeterminatestructurestructuraltypeselectionductilityanalysisofcrucialcomponentsandnodesandselectionofanalyticalsoftwareweredone．Keywordscontroltoweranti-overturningmomentcompositestructureh[e-mail]。1200m200m。64m1m7m9.154、、、4。2。1、23。1211222《》GB50009—20013。22.1380.2g。Ⅲ9.4～9.6m0.9m。0.45kN/m2100B0.35kN/m2。2.2《》GB50011—200143.41。、“”。2。Ratx=0.1758Raty=0.1657。20131233。0.8710.6620.887。2.32.3.1、、。-。2.3.2--。219@2009m。、、、5。2.3.3-44。4、。4、5。310。。。。“”3。42435．。3.1。25%4。1。1/kN/kN·m/kN/kN·m/kN/kN·m/kN55742.872272.11652.56184088.34200.33360711.08247.982321222300370378/kN2416.8/kN1064.0/kN554.4。。3.267PKPMMIDAS。1/9371/2502。。、、、、。。1/1201/50。MIDAS8Pushover12。44.1SATWEMIDAS。－15.4°3。SATWE。TH1TG045TH2TG045RH1TG045。44。2αmax=0.16αmax=0.45αmax=0.99/mm/mm/mmXYXYXYXYXYXY33.6329.761/9671/113796.8985.001/3291/379182.56159.651/1751/20339.3834.361/9371/1122115.1897.381/3151/369216.99182.301/1671/19944.0737.951/9431/1128128.67109.331/3191/370242.51203.171/1691/20046.3440.411/9431/1144133.40116.621/3271/375251.49217.351/1731/20255.3646.971/4081/477161.78141.441/1161/124305.39259.631/631/815220133/kN/%/sXYXYXYT1T2T3SATWE1487.631652.564.064.511/9431/11441.75031.53400.7010MIDAS1726.911943.484.14.61/10951/12531.56871.43350.57594/%XYXYXYTH1TG0453.885.011/18661/13521/22071/2132TH2TG0453.514.501/12941/16251/19371/2223RH1TG0453.544.601/11081/9821/16701/12764.2、、。1、、、、SATWE。2SATWE65%CQC80%。3MIDASPushover。4、、SATWEMIDAS。5、MIDAS。6PK。55.1。。《》GB50010—20029《》GBJ135—90100.2mm。《》GBJ135—90105.4.5、5。。/mm5ρ/%ΔT20℃30℃40℃50℃0.30.0220.0340.0470.061C250.40.0210.0320.0450.0570.50.0200.0310.0420.0540.30.0210.0330.0460.059C300.40.0210.0320.0440.0560.50.0200.0310.0420.0530.30.0210.0320.0450.058C350.40.0210.0310.0440.0550.50.0200.0310.0410.05230mm0.456%100mm、32.5#310kg85kg65kg11.2kg6℃。5.26.9m180°。、、6.9m221°4。、。662435．5。H400～900×300×16×20、。4MIDAS/mm658.15933.00025.159+64.82933.00031.829++67.43433.00034.434++65.01933.00032.0191/2×+2L/400=34.5mm。55.347.0m7～9m4。4。11。。22336。621、234、。PKMIDAS、、30.86mm。6、、、、1。8～10。-、5722013、。2。。-、。312、、、345。4。、。。5。、。6-。7、、、、、。1．J．2003335589-592．2．J．2003181124-130．3GB50223—2008S．2008．4GB50011—2001S．2001．5．J．200939111-8．6．2008J．20083816-11．7．-、J．200838177-82．8MIDAS———M．2002．9GB50010—2002S．2002．10GBJ135—90S．1990．644、。516。1．D．2004．2JGJ101—96S．1996．3．J．199714A02391-394．4．M．1989．5．TJ．200930247-54．6ACI-ASCECommittee325．Recommendationsfordesignofslab-columnconnectionsinmonolithicreinforcedconcretestructuresJ．ACIStructuralJournal1988856675-696．7GB50011—2010S．2010．8GB50010—2010S．2011．9SAMIMEGALLYAMINGHALI．Seismicbehaviorofslab-columnconnectionsJ．CanadianJournalofCivilEngineering200027284-100．10EHABFEL-SALAKAWYMARIAANNAPOLAKMONIRHSOLIMANetal．Reinforcedconcreteslab-columnedgeconnectionswithshearstudsJ．CanadianJournalofCivilEngineering2000272338-348．11．D．2011．82