GB501912012构筑物抗震设计规范

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UDCpGB501912012II·Codeforseismicdesignofspecialstructures20120528~~20121001~~J:fl$A~:!t~o~itm~o~~J:fl$A~:!t~~~.m~~r:p$.A.~~~Ill@I@~~Itfig$t!f&Jmtt1iit~J[iri.CodeforseismicdesignofspecialstructuresGB50191-2012±~wn:r:p$)d~~;fO001i1%;fO:mx3fmi9:Wmmwn:r:p$A~;tt;fO001i1%;fO:mx3fmi9:W,M[q'TElAA:2012'¥10Ji1El~00-it~UillJtRi±2012:It~$A~~~ooottm~od~~m$0~•1392.!i5-*r2t;;fjJ00~f~l'i«f~1JL4&JtiL~is(it~J\!.ttL))B1J0~~m~«~m~~.N~.&»~OO~~~,.%~GB501912012,§2012~10Ji1S~~fj([0Jt.r:p,1.O.4,1.O.5,3.3.2,3.6.1,3.7.1,3.7.2,3.7.4,4.1.9,4.2.2,4.3.2,4.5.5,5.1.L5.1.4,5.1.5,5.2.5,5.4.1,5.4.2,5.4.3,6.1.2,6.3.2,6.3.7,7.7.7,8.2.14,8.2.15,9.1.9,9.2.3(1),9.2.15(2),10.1.3,10.2.7,10.2.10,10.2.15,11.1.6,11.2.8,12.2.7,13.2.8,15.2.2(2),17.2.5,18.2.11,22.2.4,22.2.9,22.2.11,22.4.5,23.2.2,23.2.10,23.3.5,24.2.4,24.2.1L24.3.51k(~O~~~tt1k~,~~Fm~fio~OO~~~«~m~i[1»GB5019193fPJatJZtll:o*.m~ft$~~~.M~~m~r:pOO~iaili~ttili~it1T0,*,$.A.~~~oottm~iJiX~mU!:$-0-~1iF.l-+J\.B.I..LI':)IJ*m&~,ftHmi*~ia:'f$(C~Tf!J~(-,00'~-,00-,ifItI~~ia:00~flFf'i1ttJiT,flinitxUI¥JJi9al»(~flFC2002J85%)I¥J~;1(,E8~{it~1}t1iff'j{/;{J,1lJt;ff~0R]1ZIPJ;ff!R.I(!fiI.~IPJX1i*00~t~fl«~1}t!lo/JmAlia:itmf[UGB5019193:ltHrflinrm~I¥J0*m&~.ntt~~,.nmJitt~§~~ia:~~.~OO~'Hl!!.AllVt~~f§rJ,7f~T~,@liJt.1iffJi~~~»HJf,p~1&Tili:if*BJI~~~~.,Jf~~ooNilE~JrztiE;1(TIf!R.ia:it,!iJ~,f41iJf,tt,,#~I(!fiI.~~~,~~1¥J:f£m,~~lXliit,f~l!j(,iJtia:it~t~~:5HJT,:iiJ§t~*1ltJEfiWj0*m&~:7t25a~131-I~fHjL±~~~§1i5d~,IJlU,*i.g~~\5',~*mJE,J:m:ttl!.,:ttl!.~~~iilfl,:ttl!.Alf'Fffl~~~m••:.:,mj$1~~±;flItI~~~,f~,m;flItI~~~~,~1;Pm~f~,f'iiJit,it-~,it­m:,~HH~~t;pm:,Et!.tJAI.m:,:fi1mitIm:ID!ia:*~iilfl,~1;P~lilll,JE~tILJiJill,'W:i!!3t~,rtgm1t!!.,'~ffiil3\:1MJf'iiJ%~.~lilll,Pj(%~~iilfl,b!~Aia:*~iilfl,if:j'iP*t1EtfIf~,~lY:tlJ.!,~:i!!3t~,1~±~~~o*lXf~nl¥J~~lf:1.~~{ioo~flFfl«~1}tm.ia:~m&»GB500112010~;f§wi)aJJff'FT;f§!R.flin;2.i)aJmT~:ttl!.?RJiIJttl:7t~~~1iE}!jWII¥J*11[;3.w;~lY:tlJ.!~ffl±~~j~,t1E'f1(~:iI!l:ttl!.AI:i1:!:{i:ttl!.AIf'Fffl~:.:,./ffI}tHtA,B*fl;4.iiii:!.tTIill.~lt~:':11iiE0A,~tHm~~~~:iI!l:ttl!..~¥•1•

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