钢_混凝土组合结构抗火性能研究与应用(8)

论研究[J].建筑结构学报,2009,30(10):177-183.

(L I G uoq i ang,W ANG Y inz h,i CU I D aguang.

Exper i m enta l investi gation and theoretical analysis of

restra i ned co m po site bea m sub j ected to fire[J].Journal

o f Buil d i ng S tructures,2009,30(10):177-183.(i n

Ch i nese))

[95]W ang Y C.Som e conside rations i n the design of

unpro tected concrete-filled steel tubular co l umns under

fire cond i tions[J].Journa l o f Constructi onal Steel

R esea rch,1997,44(3):203-223.

[96]T an K H,T ang C Y.Interacti on m odel for unpro tected

concre te filled stee l co l umns under standard fire

cond iti ons[J].Journal of Structural Eng i neer i ng,

2004,130(9):1405-1413.

[97]A bdullateef M A,M oha mm ad J T.Predicti on of fire

108

res i stance o f concrete filled tubu lar steel co l umns using

neu ra l net wo rks[J].F i re Safe ty Journa,l2002,37(4):

339-352.

[98]王静峰,韩林海.高温下钢管混凝土柱节点的弯矩-

转角特性[J].哈尔滨工业大学学报,2007,39(增

刊2):472-475.

[99]W ang J F,H an L H.Effects o f hi gh te mperatures on

the stiffness o f conc rete-fill ed steel t ubu l ar co l u m n-to-

stee l bea m connections[C]//S teel and Com posite

Structures.W ang&Cho i(eds).London:T aylor&

F rancis

G roup,2007,571-579.

[100]王静峰,韩林海.高温下钢管混凝土结构节点的简化计算方法[J].建筑钢结构进展,2009,11(2):28-

34.(W ANG Ji ng-feng,HAN L in-ha.i S i m plified

ca lcu l ation m ethods o f connections to concrete filled

stee l t ubu l ar co l u m ns at e leva ted te mperatures[J].

Progress in Stee l Buil d i ng Struct u res,2009,11(2):28-

34.(i n Chinese))

[101]G illie M,U s m an i A S,R otter J M.A struc t ura l analysis of t he first Cardi ngton test[J].Journa l of

Constructiona l Stee lR esearch,2001,57(6):581-601. [102]G illie M,U s m an i A S,R otter J M.A struc t ura l analysis o f the Card i ngton Br iti sh steel corne r test[J].

Journa l of Constructi onal Stee l R esearch,2002,58

(4):427-442.

[103]Bail ey C G.Si m ulation o f the structura l behav i our of stee-l fra m ed bu il d i ng s i n fire[D].She ffi e l d,UK:

U niversity of She ffi e l d,1995.

[104]Bail ey C G.D evelop m ent o f computer soft w are to s i m u l a te t he structural behav i our o f stee-l fra m ed

bu ildi ngs in fire[J].Co m puters and Structures,1998,

67(6):421-438.

[105]Bail ey C G.The behav i our o f asymm etric s li m fl oo r stee l bea m s in fire[J].Journa l o f Constructi onal Stee l

R esearch,1999,50(3):235-257.

[106]Bail ey C G.T he i nfl uence o f the t her m a l expans i on of bea m s on the structural behav i our o f co l u m ns i n stee-l

fra m ed structures dur i ng a fire[J].Eng i neering

Struc t ures,2000,22(7):755-768.

[107]Bail ey C G.F ire eng i nee ri ng desi gn of stee l struc t ures [J].Advances i n Struc t ura lEng i nee ri ng,2005,8(3):

185-202.

[108]Bail ey C G.A dvances i n fire eng ineer i ng desi gn of stee l structures[C]//P roceed i ngs of the Instit u ti on of

C i v il Eng i neers-Struc t ures and Bu ildi ngs,2006,159

(1):21-35.

[109]B ail ey C G,Burg ess IW,P l ank R J.A na lyses o f t he

e ffects o

f coo li n

g and fire spread on stee-l fra m ed

bu il d i ngs[J].F ire Sa fety Journa,l1996,26(4):273-

293.

[110]B ail ey C G,M oo re D B,L ennon T.T he structural behav iou r o f stee l co l u m ns du ri ng a compart m ent fire i n

a m ult-i storey braced stee-l fra m e[J].Journal of

Constructi onal Stee lR esearch,1999,52(2):137-157. [111]B ail ey C G,Burgess I W,P lank R J.Co m puter si m ulation of a ful-l scale structural fi re test[J].

Struc t ural Eng i neer,1996,74(6):93-100.

[112]H uang Z,Burgess IW,P lank R J.T hree-d i m ensi onal ana lysis o f composite stee-l framed bu ildi ngs i n fire[J].

Journa l of Structura l Eng ineer i ng,A SCE,2000,126

(3):389-397.

[113]H uang Z,Burg ess I W,P l ank R J.M odelli ng of s i x

f u l-l sca le fire tests on a composite bu ildi ng[J].

Struc t ural Eng i neer,2002,80(19):30-37.

[114]W ang Y C.An ana l ysis of t he g loba l structural behav iou r of the Cardi ngton stee-l fra m ed bu ildi ng

dur i ng the t wo BRE fire tests[J].Eng i neeri ng

Struc t ures,2000,22(5):401-412.

[115]丁发兴,余志武.局部楼层火灾下圆钢管混凝土框架结构抗火性能非线性有限元分析[J].哈尔滨工

业大学学报,2007,39(增刊2):476-480.(D I NG

F ax i ng,YU Zhi wu.N on-linear fi n ite e le m en t analysis

o f concre te-filled c ircular steel t ubular fra m e structures

under sto rey fire[J].Journal of H a rbin Institute of

T echno logy,2007,39(Supp.l2):476-480.(i n

Ch i nese))

[116]GB50016)2006建筑设计防火规范[S].(GB 50016)2006Code of design on bu ildi ng fire

pro tecti on and prevention[S].(i n Ch i nese)) [117]GB50045)95高层民用建筑设计防火规范[S].

2005版.(GB50045)95Code f o r fire protection

desi gn o f ta ll bu il d i ng s[S].2005Editi on.(i n

Ch i nese))

[118]Eurocode4,EN1994-1-2:2005D esi gn o f composite stee l and concrete structures:P art1-2:G enera l rules

struc t ura l fire design[S].Brusse l s:European

Comm ittee f o r Standardization,2005.

[119]CECS200:2006建筑钢结构防火技术规范[S].

(CECS200:2006Code for fire safety o f steel

bu il d i ng structures[S].(i n Ch i nese))

109