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1、NATIONALBUILDINGCODETECHNICALSTANDARDOFBUILDINGE.030EARTHQUAKE-RESISTANTDESIGNndLima,April22003TECHNICALSTANDARDOFBUILDINGE.030PERMANENTTECHNICALCOMITEEOFEARTHQUAKE-RESISTANTDESIGNNTEE.030President:Dr.JavierPiquédelPozoAdviser:Ing.JulioKuroiwaHoriuchiTechnicalSecretary:SENCICO
2、INSTITUTIONSREPRESENTATIVESPeruJapanCenterofSeismicResearchandDisasterMitigation.CISMIDDr.JavierPiquédelPozoSeismologyRegionalCentreforSouthAmerica.CERESISDr.JorgeAlvaHurtadoCollegeofEngineersofPeruDr.HugoScalettiFarinaDepartmentalCouncilofLimaEng.LuisZegarraCiqueroGeophysicsI
3、nstituteofPeruDr.LeonidasOcolaAquisePontificalCatholicUniversityofPeruEng.AlejandroMu?ozPeláezNationalUniversityofEngineering.Eng.RobertoMoralesMoralesCivilEngineeringFacultyNationalTrainingServicefortheConstructionEng.JulioKuroiwaHoriuchiIndustry.SENCICOEng.JulioRiveraFeijóoN
4、ATIONALBUILIDNGCODETECHNICALSTANDARDOFBUILDINGE.030EARTHQUAKE-RESISTANTDESIGN1.OVERVIEW51.1Nomenclature51.2Scope61.3BasesandPhilosophiesoftheEarthquake-ResistantDesign61.4PresentationoftheStructuralProject(transitorydisposition)62.SITEPARAMETERS82.1Zonification82.2LocalConditi
5、ons92.2.1SeismicMicrozonificationandSiteStudies92.2.2GeotechnicalConditions102.3SeismicAmplificationFactor113.GENERALREQUIREMENTS123.1GeneralAspects.123.2StructuralEarthquake-ResistantConception123.3BuildingCategory133.4StructuralConfiguration133.5StructuralSystems153.6Categor
6、y,StructuralSystemandRegularityinBuildings173.7AnalysisProcedures173.8LateralDisplacements173.8.1PermissibleLateralDisplacements173.8.2SeismicSeparationJoint(s)183.8.3BuildingStability184.BUILDINGANALYSIS184.1Overview184.1.1SeismicSolicitationsandAnalysis184.1.2ModelsforBuildi
7、ngAnalysis194.1.3WeightoftheStructure194.1.4LateralDisplacements19Page3NTEE.0304.1.5SecondOrderEffects(P-Delta)194.1.6VerticalSeismicSolicitations204.2StaticAnalysis204.2.1Overview204.2.2FundamentalPeriod204.2.3Seismic-BaseShear204.2.4SeismicForceDistributioninHeight214.2.5Tor
8、sionalEffects214.2.6VerticalSeismicForces224.3DynamicAnalysis
