UDC
p GB 50191 2012
I I·
Code for seismic design of special structures
2012 05 28 ~~ 2012 10 01 ~~
J:fl $ A ~ :!t ~o ~ it m ~o ~ ~
J:fl$A~:!t~~~. m~~
r:p $ .A. ~ ~ ~Ill@ I@ ~ ~ It
fig $t !f&J m tt1i it ~J[ iri.
Code for seismic design of special structures
GB 50191 -2012
±~wn: r:p$)d~~;fO 001i1%;fO:mx3f mi9:W
mmwn : r:p$A~;tt;fO 001i1%;fO:mx3f mi9:W
,M[q'TElAA:2 0 1 2 '¥ 1 0 Ji 1 El
~ 00 -it ~U ill JtR i±
2012 :It
~$A~~~ooottm~od~~m$0~
•
1392 .!i5-
* r 2t ;;fjJ 00 ~ f~ l'i «f~ 1JL 4&J
tiL ~ is( it ~J\!. ttL)) B1J 0 ~
~m~«~m~~.N~.&»~OO~~~,.%~
GB 50191 2012, § 2012 ~ 10 Ji 1 S ~ ~ fj([ 0 Jt. r:p ,
1. O. 4, 1. O. 5, 3. 3. 2, 3. 6. 1, 3. 7. 1, 3. 7. 2, 3. 7. 4, 4. 1. 9,
4. 2. 2, 4. 3. 2, 4. 5. 5, 5. 1. L 5. 1. 4, 5. 1. 5, 5. 2. 5, 5. 4. 1,
5.4.2,5.4.3,6.1.2,6.3.2,6.3.7,7.7.7,8.2.14,
8.2.15,9.1.9,9.2.3 (1), 9.2.15 (2), 10.1.3, 10.2.7,
10.2.10,10.2.15,11.1.6,11.2.8,12.2.7,13.2.8,15.2.2
(2),17.2.5,18.2.11,22.2.4,22.2.9,22.2.11,22.4.5,
23.2.2, 23.2.10, 23.3.5, 24.2.4, 24.2. 1L 24.3.5 1k (~O
~~~tt1k~,~~Fm~fio~OO~~~«~m~
i[1» GB 50191 93 fPJatJZtll:o
*.m~ft$~~~.M~~m~r:pOO~iaili~ttili~
it1T 0
,*,$.A.~~~oottm~iJiX~mU!:$
-0 -~1iF.l-+J\.B
.I..L
I':)IJ
*m&~,ftHmi*~ia:'f$(C~T f!J ~ ( -,00 ' ~ -,00 -, if
It I ~ ~ ia: 00 ~ flF f'i1ttJiT , fli n it xU> I¥J Ji 9al »( ~ flF C 2002 J 85
% ) I¥J ~;1( , E8 ~ {it ~ 1}t 1iff 'j{ /;{J, 1lJt;ff ~ 0 R] 1Z IPJ ;ff !R.I(! fiI. ~ IPJ X1
i* 00 ~t~fl« ~1}t!lo/J mAl ia:itm f[UGB 50191 93 :ltHr flin rm
~I¥J 0
*m&~.ntt~~,.nmJitt~§~~ia:~~.~OO~
'Hl!!.AllVt ~ ~ f§rJ , 7f ~ T ~,@l iJt. 1iff Ji ~ ~~»HJf , p~ 1& T ili: if *
B<JI~~~~. ,Jf~~oo NilE ~ JrztiE;1( T If !R.ia:it ,!iJ~ ,f4
1iJf ,tt,,#~I(!fiI.~~~, ~ ~ 1¥J:f£ m, ~ ~ lX liit, f~ l!j(, iJtia:it ~
t~ ~ :5HJT , :ii J§" t~ * 1lt JE fiWj 0
*m&~:7t 25 a~ 131-I~fHjL ±~ ~ ~§1i5 d~,IJlU ,*i.g~
~ \5' ,~*mJE, J:m:ttl!. ,:ttl!.~~ ~iilfl ,:ttl!.Alf'F ffl ~ ~~ m •• :.:, m
j$1~~±;flItI~~~,f~ ,m;flItI~~~~ ,~1;P m ~f~ ,f'iiJ it, it-~,it
m: , ~ HH ~ ~ t;p m: , Et!. t
GB50191-2012 构筑物抗震设计规范.pdf