tionsweregeneratedbyheavyvehiclestravelingonaroadthatwaslocatedapproximately80 m northofthebuilding.thefrequencyandamplitudecharacteristicsof
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1 CHINA EARTHQUAKEENGINEERINGJOURNAL Vol.36 No.2 June, ,2, 1 2 (1., ; 2., ) : 6, 5~6 80m, (GB ) ;, 1, ;, : ; ; ; :TU311.3 DOI: /j.issn :A : (2014) AmbientVibrationTestforaMulti-storyResidentialBuilding andthevibration Mitigation Measures ZHU Bin 1,2,CHEN Long-zhu 1,DINGLi 2 (1.Dept.of CivilEngineering,ShanghaiJiaotong University,Shanghai ,China; 2.Shanghai Key Laboratoryof New Technology Researchon Engineering Structure, ShanghaiResearchInstituteof Building Sciences,Shanghai ,China) Abstract:Brick-concretebuildingshavebeenextensivelyusedinurbanandruralareas.However, thistypeofbuilding,whichfrequentlycontainsashalowfoundation,demonstratespoorstruc- turalintegrityandissusceptibletoinfluencefromambientvibrations.thiscaseisespecialyvalid forbuildingsthatwereconstructedinpreviouseras.withthedevelopmentofmoderncitiesand theincreasingdemandforanenhancedqualityoflife,environmentalinterferencecausedbyambi- entvibrationshasbecomeacriticalissue.inareaswithsoftsoil,traficisaprimarysourceof ambientvibrations.vehiclevibrationscausedbyroadsurfaceroughnessorspeedchangescan causevibrationsthroughoutthefoundationofabuilding.therefore,thevibrationofbrick-con- cretebuildingsisrelatednotonlytotheexcitationsourceofthevibrationbutalsothesoilcharac- teristics,thefoundationconditions,andthestructuralstyle.thehumanresponsetothevibra- tionsofhousingstructuresiscloselycorrelatedwithaperson'scognitivelevelandtheircurrent physicaland psychologicalconditions.thus,thepotentialdiferenceinthereactionsamong buildingoccupantsissignificant. Residentsinasix-storybrick-concretebuilding,whichislocatedinanareaofShanghaiwith softground,frequentlycomplainedabouttheintermitentinterferencefrom vibrations,particu- 1 : : (11dz ) : (1979-),,,, @qq.com
2 tionsweregeneratedbyheavyvehiclestravelingonaroadthatwaslocatedapproximately80 m northofthebuilding.thefrequencyandamplitudecharacteristicsoftheambientvibrationsand thehumancomfortlevelsforthediferentstoriesofthebuildingwereanalyzedaccordingtothe standardforalowablevibrationofbuildingengineering (GB ).Tocomprehensively evaluatetheimpactinducedbythetransverselyhorizontalvibrations,whichinfluenceshuman comfortlevelsforthethreecomponentsofbuildingvibration,anumericalfiniteelementmodel tuallayer. Accordingtothetestresultsandthenumericalanalyses,twotypesoftechnicalmeasuresare proposedtoreduceunfavorablevibrations.thepaperyieldsthefolowingconclusions: (1)Thetestresultsshowthatheavy-dutyvehiclesfrom nearbyroadsarethemaincauseof thebuildingvibrations.theverticalcomponentofthevibrationsalongthestructureisalmost constant;however,itslateralcomponentissignificantlyamplified,whichprimarilyinfluences humancomfort. (2)Themeasuresindicatethatthepeakaccelerationrangeforthetoptwostoriesis68~70 db,whichislowerthanthelimitvaluesproposedbythe standardforalowablevibrationof buildingengineering (GB ).Therationalityofthelimitvaluesisdiscussedtosatisfy thedemandofhumancomfort. bletoolforjustifyingtheefectofvibrationreductionmeasures. mately21% andthetwoproposedtechnicalmeasures,whicharecompared,shouldbeapplied. larlyresidentsontheuppertwostories.themeasuresconfirmedthattheenvironmentalvibra- (FEM)ofthebuildingwasdevelopedandanalyzed.Thesoilinthemodelwassimulatedasavir- (3)Thestructuralfrequenciesandmodesareanalyzedbasedontheassumptionofavirtual layeroffoundation;thesimulatedresultscorrespondwiththemeasures.themodelisareasona- (4)Toensurethateachstoryofthe multi-storybrick-concretebuildingcomplieswiththe previouslyrecommendedstandard,thepeaklateralaccelerationshouldbereducedbyapproxi- Keywords:multi-storeyresidentialbuilding;ambientvibrationtesting;comfortevaluation;vi- 0 brationmitigationmeasures,, SAP2000,,, 1, [1], 1, 1.1 [2], 90 6,,, 2~3 [3-4] ;, 80 m, 200 m,, 4~6
3 36 2 2, Ⅳ, Ⅶ, m, m,, 3.67~ m, m, 3.7 m,, 4.1m,, 1 1, 1, m, Table1 Physicalandmechanicalpropertiesofthesoillayers /m /(kn m -3 ) c/kpa ( ) Ф/( ) ~0.70 / / / / ~ ~ ~ ~ ~ / / : ~ / / ~ / / / / / / Ps/MPa 1 Fig.1 Measuringpointsatfloorsoftheconcernedbuilding, C20,,,,, C20 240, 10:00~15:00 M10;,, , (GB ) [5] 6 INV3020D 941B (VL) 2, :, 1~2 4~6
4 , Table2 Analysisresultsofenvironmentalvibrationmeasure, VL 1 /(mm s -2 ) /db /(mm s -1 ) ( 3) P1(6 ) P2(5 ) P3(4 ) P4(2 ) P5( ) P6( ) (1),,,, (2), 2, 2 Fig.2 Frequencyspectrumsofvibrationatthe (3)5~6, constructionsite 68.3~70.0 db, [5] 77dB 74dB, [8], 72dB 69dB, 68.3~70.0dB,, (4) 2 [5] 7, 2.3 FFT, 3 1 ( ) Fig.3 Frequencyspectrumsofvibrationattheground 3 floorofthebuilding, 2~ 4,, 3,,
5 36 2 : 211, 4 6 ( ) Fig.4 Frequencyspectrumsofvibrationatthe6th 3 floorofthebuilding Table3 Predominantfrequenciesofthebuilding andconstructionsite /Hz 1 /Hz Fig.5 Theaccelerationanddisplacementvariationwith heightfornormalizedaccelerationintransversely 2.4 horizontaldirection 5 2,, 6 5,, 10s,, 6 2 1,, ( 0.05s), , : ( ) 0, 5 1 SAP2000V15 2 1,2 3 2,, 6 6;, 6, MU10 M10, ; (GB ) [6] MPa,
6 ( ) 4K1 2K1 K1 0.5K ,, (3), 69dB, 6 2 db, α -20lgα=2, α=79 % 6 21 % Fig.6 Horizontalyfundamentalmodesofbuildingon, virtualyundergroundlayerwithdiferentrigidities, C20 : (GB (1), ) [7], ( ), 5 6, ; -1, (2), ;,, K 1 0.5~4 5 6,, 30~ 1 4, 5 50m, 1, 6 5 4,, 1 6,, : K 1 3, (1), 6, 5,, 3 K 1, ;, (2) 5~6, 68~ 4 70dB, (GB (Hz) 2013) 77dB Table4 Horizontalyfundamentalfrequenciesofbuildingon 74dB, virtualyundergroundlayerwithdiferentrigidities, 5dB ; (3),,, 1,,
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