轴组木造住宅耐震诊断

1833.1.4.2184(1)(a)(b)[e-mail]@[e-mail][e-mail]@[e-mail][e-mail](c)100(d)1)2352)1853)4)5)(e)1(2)1(a)18698058806860127403920118809805880686012740980588068609805880686012740392011880(b)1)a)1)2)FJ122112100mm3700mm2700mm21900mm()()()260mmFJH2H1M1M2211MLKJIHGFEDCBA2590mm2120mm1900mm=1900mm106kN337kNH2H1M1M2211MLKJIHGFEDCBA2590mm2120mm1900mm=1900mm106kN337kNH2H1M1M2H2H1M1M2211MLKJIHGFEDCBA2590mm2120mm1900mm=1900mm106kN337kN187b)2000Z0.831/51/120rad1/60rad1/30rad1/15rad752FJc)55215311/201/10radRradQkNCB=0.41CB=0.15RradQkNCB=0.41CB=0.15()()()()()()()()18811/301/20rad21/20rad1/30radSK322113d)FJ31/30rad1/10rad1/201/25rade)189a)4b)A4641195302002121523195414=2321190c)2003126511252.73155:3:1:141195302810618249618d)200423324232210619146=337=10107e)1923)a)1019982194519,10036,60055,70019993,800ha17(86)b)81011193c)200391110251105522003100255335105mm108119501961271995347194d)WNWN1270121/120rad.1/15rad.600N/m2263kN178kN2.68kN/m21.98kN/m212,880mm22,700mm2WN21WN1952X15037%2Y121.71/30rad0.210.43YX1X11/11rad.X120cmX191969WN1/120rad.1/15rad.0.251/30rad.=1/15rad.1.20.071/120rad.0.051.4e)NN341197358kN282kN2.61kN/m22.60kN/m212,960mm22,750X11/30rad61%1/30rad.21/30rad.82%Y1/30rad1/30rad.210.831/30rad.0.120.360.21Re0.31050%X43198YX1X11/30rad20cmX11010NN101/120rad.1/15rad.4Model-A2Model-B1Model-C1990.311/30rad.0.361/15rad.2.50.071/120rad.0.051.4(c)(d)1)(),148pp.,2003.2,2003.7.3),,,,,,,,,2004.4),,,,pp.109125,2001.10.5,,2003.6),1999.7)200,15,2004.(e)MurakamiH.,Y.Suzuki,etal.Seismicriskassessmentoftraditionaltimberframedwellings–AcasestudyofhistoricalarchitecturedistrictinHagicity,Japan-ThethirdDPRI-IIASAInternationalSymposiumonIntegratedDisasterRiskManagement,Kyoto20037Nakamura,J.Prewartenementhousesasriskfactorsandculturalassetsofthedenselybuilt-upareasinOsakaCityThethirdDPRI-IIASAInternationalSymposiumonIntegratedDisasterRiskManagement,Kyoto2003720048(f)2)3)(3)1201