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1、The4thInternationalConferenceonAdvancesinWindandStructures(AWAS’08)29-31May2008,Jeju,KoreaWindloadsonlow,mediumandhigh-risebuildingsbyAsia-Pacificcodes1)2)3)JohnD.Holmes,YukioTamura,PremKrishna1)JDHConsulting,P.O.Box269,Mentone,Victoria,3194,Australia,jdholmes@bigpond
2、.net.au2)WindEngineeringResearchCenter,TokyoPolytechnicUniversity,1583Iiyama,Atsugi,Kanagawa,Japan,yukio@arch.t-kougei.ac.jp3)RetiredfromtheDepartmentofCivilEngineering,IndianInstituteofTechnology,Roorkee,India,pk1938@gmail.comABSTRACTThepaperdescribesacomparisonofwin
3、dloadcalculationsonthreebuildingsusinguptofifteendifferentwindloadingcodesandstandardsfromtheAsia-PacificRegion.Thelow-risebuildingisatypicalsteelportal-framedindustrialwarehousebuildingassumedtobelocatedinaruralarea.Themediumheightbuildingisa48metrehighofficebuilding
4、inatropicalcity.Thehigh-risebuildingis183metreshigh,locatedinurbanterrain.Thedesignwindspeedsatthetopofeachbuilding,andotherwindpropertiessuchasturbulenceintensitywereprescribed.Thecomparisonsshowedvaryingdegreesofagreement.Commentsonthedifferencesaregiven.INTRODUCTIO
5、NBetween2004and2007,fourInternationalWorkshopsonRegionalHarmonizationofWindLoadingandWindEnvironmentalSpecificationsinAsia-PacificEconomieswereheld.Apracticaloutcomeofthesemeetingswasacomparisonofthewindloadsonthreetypicalbuildingsevaluatedbythevariouswindloadingcodes
6、andstandardsacrosstheregion.Upto15economiesparticipatedinthecomparison.Hopefully,thiscomparisonwillleadtofutureharmonizationofwindloadingspecificationacrossthediverseeconomiesoftheAsiaPacific.Inallcasesthewindspeedsatthetopofthebuildingswerespecified.Windspeedswithave
7、ragingtimesof3-seconds,10-minutesand1-hourwereallspecified,andparticipantsselectedtheappropriateonesaccordingtotheaveragingtimeusedintheirowncodeorstandard.Forthemedium-andhigh-risebuildings,firstmodenaturalfrequenciesandcriticaldampingratioswerealsospecified.Thepaper
8、presentsthemainresultsofthecomparisonsanddiscussesthereasonsforthedifferences.LOW-RISEBUILDING(Building1)Thelow-risebuilding
