可替換連梁連接的雙鋼板混凝土聯(lián)肢組合剪力墻抗震性能試驗研究_趙寶成

1、.網(wǎng)絡(luò)出版時間：2016-07-14 11:22:55網(wǎng)絡(luò)出版地址：$ 37 $ 7 ? 2016 ¢ 7 $%?fi?jJournalofBuildingStrusturezVol.37No.7July2016002$ø5ª:1000-6869(2016)07-0010-09DOI:10.14006 /j.jzjgxb.2016.07.0027%®fi;fi<=> ¼ T¾ ) AB DE , $, , Ç, ª¶¾( $ ¾fif¼$ ç, 2150

2、11)FG:f?ªP/4)4s%?ä k©¢9ä k?¾<>fi%s?½,¾?f 2 ¾$¼ 1:3 %fl 5fl%¼¼þ Ç5S 5Sؽ4)¾?f 2 !P/,Hflf5flflfiMÇfl$fi%-flfl?, p½,a½,?%?fl½þfl, 5S$':flLMÇfl$fi,©¢9ä k?¾<

3、>%ªP/4)?fl¾$%½fl, 4)P/ fi%s?½,?$? fi4)P/?%½,flL;4)9?$fi X,4)flfiª?fi<?fiØ¢ fifi?ª¾ ,?¾?fifi8%? ª4sfi?,R? ?تP/4)4s%¾<>fi% pO8fl.¼Z,s?½,./;4)P/? fi%P¾O8Y%fi,%sv?%?$?;fi¾$%½ ,5fl% fiÇ,?

4、¼%fi;fl¼flLMÇfl$fi,4)%< ,4fifi%fl .,Øfi,¢)þ<>¢9% .fi IJ:?¾<> ¢4); d?5S; s?½,; p½,; fl,; -flfl?$L&Mª:TU398.203 TU352.1$66¾:AExperimentalrezearsh on zeizmisbehaviorofdoubleztel plate-sonsretesoupled sompozitezhearwalzw

5、ithreplaseableztellinKZHAOBaosheng, LIUJun, GUQiang, LIUJunfei, HUTuanjie( Jiangzu DeyLaboratoryofStrustureEnginering, Suzhou UniverzityofSsienseand Teshnology, Suzhou 215011,China)Abstract: In ordertorezearsh thezeizmisperformanseofdoubleztelplate-sonsretesoupled sompozitezhearwalz with replaseable

6、linK, thetezton theone-baytwo-ztoryand halfztoryzpesimen atone-third zsalewazsaried outunder low-syslereverzed loadingand thelinKzwerereplased twise.Thefailuremeshanizm, hyzteretisbehavior, dustility, rigiditydegeneration and energy-dizipation ofzpesimen wereanalyzed.Experimentalztudiezand analyzizz

7、howthat thelinKzofsoupled ztelplate-sonsretesompozitezhearwalzfirztenterztheplaztisenergydizipation underhorizontal load.AfterlinKzwerereplased thezeizmisperformanseofzpesimenzsan resovertotheformerperformanselevelz.If thelinK end platethisKnez zelestion izreazonableand theend plateremainzelaztis, t

8、helinKzsan beremoved and inztaled eazily.Theztelsolumn bazezsroz zestion zhould beinsreazed appropriatelyand theweld ofsolumn bazez sonnestion zhould besarefu lydezigned in ordertoavoid ztrez sonsentration.Thehyzteretissurveofsoupled ztel plate-sonsretesompozitezhearwalzwith replaseablelinK izfu lan

9、d hazgod zeizmisperformanse.Bhen thelinKz arereplased beforeand after, thediferenseofzKeleton survezofthezpesimenzizveryzmal, and theztrusturalateral ztifnez izbazisalyidentisal.Afterthezpesimen enterztheplaztisztage, thebearingsapasityofthezpesimen iz redused veryzmalathezamedizplasement.Undertheza

10、mehorizontaload thezhearztrezofthelinK izthelargezt, thenormalztrez ofzidesolumn bazezizzesond largezt, and theztelbeam, themiddlesolumn and zhearwalztel ztrez izthezmalezt.Keywords: soupled sompozitezhearwal; ztellinK; quazi-ztatistezt; zeizmisbehavior; hyzteretisbehavior; energy dizipation; failur

11、emeshanizmº §: #$þs Ø($§(15DJA560002) fl+½: (1970 ),Q,¢¼#fiª$,f 4J,$7 E-mail:zhaobs2000163.som89Q¤:2015 8 fl.;0fl?ä k©¢9¾<>?%?$fiÇ?,a½/Çfiflf%$7?¾%?fiØ,½¢?¾K?$½*?¾<>%?&

12、#189;, , X,þs?½,¾?f5S?ª$Fy%d ?Ø$f©¢9$?%4sfifi,?¼fl,¢9%,?ä k%?% þ%Ç?ǽ fi s?½, %?%,þ%f©¢9ä k¾< >?fi%?fifi,? f©¢9ä k¾<>%?½flF# ?%?$?½$©¢9ä k¾

13、;< >%s?½,f½©¢9?¾<> ?.; f? *? ¢ 9 ¾< >% s ?½,¼% flfl ? fl $ fi, 4 ) ¾ $% ½ fl , - fl,4)? U,$fl$%ªP/4)4s%©¢9ä k?¾<>,?½%¾?¼¼ MÇ5S,Hfl%fl MÇfl$fi%- flfl?,-fl%fi,½

14、54; p½,fi Ç, , fl , ,?%?flªa½,S½4)%ªP/½ 1 5S%¾1.1 Qfi5fl$ 2 ¾$¼ 1:3 %fl%$ªP/4)4 s%©¢9?ä k?<>,5SØP/4) 2 !, ¾¾? f 3 ! 5 S, ?ª H V SBL-1 SBL-3 ¾? 3 !5S%?%?S4)fl fl¼T¾fi%ªP/½ hi5 S? &

15、#199;,GB500172003 6 ¢ fi ? fi fi ? 7 , GB 5001120106 %?s?fifi?7 Çfi?fi?þI$?ä k©¢9¾<>%?$, ¿$ ABAQUS fifl½5fl¾? p½,Hfl,?fl5S¼ Ø4)?fl¾$ª ?s 5fl¼% 1 500 mm,¾? 1 200 mm,5flõ?% H 3.0 m fi¾ ¿ $ ï

16、fl H B¢, ¢ ) HM148 x100 x6 x9,¢fi HB125 x125 x6.5 x9,fi¾)fiyA¿$?s4s 4)?fl¢)?Y¼,4)9flfi?¤$? 8 K 10.9 ¾ M16?4s,9% 14 mm,ffiflfi?¤ª O,flfi?¤8) f% 14 mm% ?9 < >¢9% 3 mm,flfi¾)fi¿$?s4s,<>¢9$?¿$£ ? fl fi9

17、4s, fi9% 3 mm,? ? 206 mm ¢flǾ¿$ Q235B,?X§ä k?fi?%Ǿ¿$ C25,5flfl¼flflþfi?½% 1 % 1 5flfl¼flflþfi?Fig.1 Geometrydimenzionzofzpesimen1.2 fiS hi GB/T297519986 ¢þ¢?½,5 S$fi$þ5fifi?7 ª GB/T228.120106 ½

18、? fl? ?5S:$ 1 8H:$?5Sfi7 Ø%$ fi¿½),fi?¤ªY9½þ¢9$fi,¾?fl½5 S Z$5fi ¼½¢fl,þ¼% T,¢flfl½5S$½$ 1 $ 1 fi=fiS Table1 Materialpropertiesofsteel ?$ r/mm /MPa /MPa E /MPa &/%)Y95.5216.52433.822.05 x10 16.8?¤9194.

19、14388.622.05 x10 28.8fiY96258.52518.022.01 x10 23.6¢93198.39397.721.91 x10 22.6:r9%; ª ?%; s?%; E?½%=; &?fl* f?¿?ä k%fl½,fl*?ä k%¼ Ø ? ? Y % ä k 5 ? ( 150 mm x 150 mmx150 mm) ,þfl5flflY¼%$?fi?fi¾?¼ hi GB/T500812002 6 ?ä k

20、?½,5Sfi7 Ø%$fi¿ë5ä k5?%s½?%,¾?fi 3 K5fi 5S$ ,½ä k5fi¾?s½5S,K5 fi%?fifls½?% H V 12.5, 13.1, 13.6 MPa, L s ½ ? % 13.1 MPa 1.3 ªfiTU5flfi8?s fl% 20 mm%¾9k,¾9 ?flfl)4s,fl)%#?½)5fl ¿fl-S$fl?þ¼s?,fl)%#?$)&#

21、254; ½,fifl 5flfi ffifl5 fl fl ǼØfiL?K X,fl5fl)þ5 fl 2 /3?% %#vHV)? fi ª $ ,½% fi ½ flfi$ fi¾ Ø fi fl Ç,flfi$ Ç" ±1 000 KN,fi&'¼ ±250 mm flfi$ 4 )$ 36 mm%,-?flfl0fl #345,fi fl Ç,0 S Ç6$½% 2 ¿

22、$ªfiä¾ fi Ç,fl 0flª (?A fiC(%DA) F,¿$ fi Ç,¾ ÇGH 30 KN,¾ Çfi 1 K;ª L,¿$ fi fi Ç, ¾ fi GH ,% % 0.2%,¾ Çfi 2 K 0fl%$OfiflflQ fl%, ÇT$ k,fi ¤,$ þ $% ,BLU,BRU,BLD,BRD, BLB, BRB * V$ 0 ¢ k,fi ¤$

23、þ $ , BL,BR$0 "$% % 3 ëAfi$Fig.3 SKetsh ofmeazurementpointz2 S¼þfi01.4 ëV$U% 2 0S6$Fig.2 Teztzetupflfifl%3Ç$6,7fl½ fl¾<3Ç,$½f$Ø $ª %Tflþ ¾, Tfl fl¢ ,fl%flfi Ç 2.1 fl SWL-1 Ç fiA fi fl 1.2% þ,%fi½ f

24、i 36 mm%,'$ Ç, fl*+ fifi% Ç$,./4/ $ ÇY 240 KN%, fl2$4(%5 6, Ç78flfiÇ78:$<¾, fl>½T flB¼ ÇY 270 KN%, fl% Ç-fi fl$ ½, $ fi fi Ç Ç Y fi 30 mm%,fl ǽ 418.13 KN,2 ¾4 (ª ,4 $ ½ (% 4a) ǼØ,fl 1

25、 ¾,2 ¾þW fiyA Çfi HVfi$fl fifi D-2,D-3 ª D-4,$½ëTfi% flfl fiª¾fi,flfl bfi$fifi D-1,$ ë fl% fi fl4 ª¢ %kfi ¤k fi$ ,4 ,¢ kfi$ ,Afiª B fi, ¤flfik 6 K kfi$% , flfik 6 K kfi$% , "¢ flfik 6 K kfi$ 2 fi fifiþ %fi

26、$½% 3,%Ø CAL,CARþ CAB * V$0 Afi, ¤ þ , CBL, CBRþ CBB $0 Bfi, ¤ þ ,LU,LRU,LD,LRD,LB,LRB *V$04 ¢ flä k$ fi ½ fi, fl $ %ø ÇYfi 36 mm%,4&$fi(%kfiC fi(% 4b),%Cfifl-(,2 ¾4&Cfi/ 1 ¾4& Cfi,fi 2 34, fl Ç5$,4&fl89&

27、#216; 4&þ<fl84>½% 4s,$%ت½,4&B -(¾$%½Gs,<I$K¼Lfl, ¼Ø©¢ ä k¾Q!STI$fl-(%LV 2.2 fl SWL-2AXfifl fifl 1.8%Zþ,% ÇYA fi 54 mm%,/4& ÇY 240 KN%, fl_½Tflb¼,fi-(Lfl,% ÇflfiÇe f$h¾

28、4iÇflfie fi-(jA,k% 4 fl SBL-1 lflVsFig.4 Failuremodeofzpesimen SBL-1fi fi Ç ÇYfi 24 mm%,2 ¾ª 1 ¾ 4&-(¾$%½b¼,4&B $flØfi0,B flØ h,ë+Lo ,pgp-S.(fl C ÇYfi 30 mm%, fl$ %ø,¢ flä k$ $ ½ fi ÇY fi 36 mm%,4&$

29、fi(%kfiCfi ÇYfi 42 mm%,1 ¾,2 ¾4& fiC fi(% 5a) ,0 1 ¾!s¢ ,%øt,¢ flä k$ fl¤5lfl,¢ I$-(LV Ç Yfi 48 mm%,4&Cfi-( ,AfiXfi x¤$fi(ª ,Q!¢ $fi(%KEþ %ø% ÇYfi 54 mm%,Afi%fi KXx¤flfi(%zKLV( % 5b), Çfi 2 345$ &#

30、199;5$44&fl,ª½5fiB ª /flh(% 5s) ,F f$I$LV,4&fl8ª/9Ø,-?fi?fiZ? fi%F ?fl/?,ª½?fi4&ª/%H% ¼Ø,©¢ ¾Q!LVfl-(, $fi % K 2.3 fl SWL-3 fl SBL-3 fl½ , Ç 270 KN%, Ç-fi fi ( A,"fi fi % 5 fl SBL-2 fl sFig.5 Failuremode

31、ofzpesimen SBL-2Ç ÇYfi 24 mm%,4&'(¾$%½ , s,'(flØ%ë0 1 2,$3 fi,45 4789(flC ÇYfi 30 mm%,4&Cfi,'(¾$%½ ;,'(ë0 2(% 6a) ÇYfi 36 mm%,4&Cfi (,Afi,D fi%fiK<=¤flfi K (% 6b) Ç Yfi 42 mm%,1 ¾,2 ¾4&½

32、;Cfi ,'(ªA ;,Afi,Dfi%fiK<=¤ª ÇY fi 60 mm%,4&Cfi ,'(flC,3y (,Afi,Dfi%fiK<=¤ K ,fifl fi($E%458Ffl ÇYfi 66 mm%,fl Ç%4&½ ïJ , 4 &=¤ flfi % K ( % 6s) ;Cfi,Dfi$E¢(LN% 1 ¾N¾8¢(K E, 3y,Dfi%fi=¤ª fl;( %

33、6d); ÇY½ fi 66 mm%,Afi,Bfi$E¢(L N% 1 ¾N¾8¢( KE 3y(% 6e) ,A fi%fi=¤ª fl; fl ÇY 72 mm%4&£ ½ ,Cfi,Dfi$E¢(LN 1 ¾N¾8¢( KE3y (,Afi%fi=¤ª fl;,fi45 ; ÇY½ 72 mm%,Dfi%fi8% (% 6f) , ÇU$ ?<Ufiflfi,4&fl

34、?fi%$fi _flªAfle,©¢(ä?k¾Nkfl¼4fi¾?fi%$=fi 3U$þ%Ffl3.1_ fl%?L ½% 7 9,%Ø Ffi %fl Ç, 8fl fi?( %?¾?%fl fifl?n%fl?) $%ت½,3 K flfl Çfig, f$%A%$ ,¼¾ Çfl$fi f$;¾, fl?½,s 4&¾$%½f, fl fl%fle

35、,?L fli¼? % 6 fl SBL-3 fl sFig.6 Failuremodeofzpesimen SBL-32.4 Yfi¼&flflK ¼Z5,flfl Çfl$fi, flSBL-1 SBL-3 4&_flfl½£ ,4&'($ ½c,4&¾$%½ªAfle, Ç fg4fiªLN¾8¾$%½,s 2 ¾4&% i 1 ¾4& 9,$ kLN¾

36、8fl fl&lm,1 ¾J%i 2 ¾ flfl Çfl$fiL Nn%fin,#k$E½£ fi,4&L fl fi fl SBL-1 ª fl SBL-2 ºfi$s%fleeªin%fiÇ,Afl fi?½fi 1 /60 %,4&F(flxys,I$ , Ø4& flfiª|/fiE fl SBL-3 Dfi%fi% ffl? U$,$?%$: 1) fi8Ffi%?,¢fifi? ?fi; 2) fi845i:,flfl4

37、m8fiþ?Ø 3) ¢flflfl8fi fl?T¼Øf?GØfi 0% fl,%_¿$½fi?fifi: 1) ?fiØ,¾fi, ?¢fifi? %¼?fl?fi?; 2) ¢fifi? ¾<,< fi=%n%þ?,?45?Øffl?Ø 3 ) fi%F?,?fl¢fl?fl?fi? $ ªª,flfl Çfl$fi,ª|/4&4m%fi¾&

38、#169;¢(?ä?kLNUfi>?©% 7 fl SBL-1 ?L Fig.7 Hyzteretislopzofzpesimen SBL-1% 8 fl SBL-2 ?L Fig.8 Hyzteretislopzofzpesimen SBL-2% 9 fl SBL-3 ?L Fig.9 Hyzteretislopzofzpesimen SBL-3 fl SBL-1 ÇU$%fi?ifi,%½ fl$iN,$?$4&¾$%½fl?e? f fl SBL-2 ÇU$%fi½i,?L i

39、8;?, fl%½¾½$,%flei fl SBL-1 %: fl SBL-2 8f4&¾$%½,sK, fl% fih? 8h¾$f%½,s,4&%|/f,UfiJ%fi? þfl:,? fl$?% 4&¾$%½, s fl SBL-3 fl½ , fl%?L ?¼?,¾% fl SBL-2 ÇU$%,Iflfi%< Çfg, fl SBL-3 % fi Ç 9 $ fi? õflk,|/4&a

40、mp;f,%?Ufi$fif$s%fle eªin%fiÇe 3.2 a¾_% 10 flE¾ ,$%ª½,4&%|/F f%Ø fl%J%fl:, fl SBL-1,flfl Ç%,i fl SBL-2 þ fl SBL-3 %J%9,3 K flE¾ õfl flflflf$? fl Çfi 200 KN%, flf$?½b¼ ffl Ç 200 KN%,4&¾$?%½,s,?8 fl½fi? &

41、#199;þ fl $E¾ ªª,4&|/ f, fl%½efl f$? fi|/4&F%½e fl Ø, fl SBL-3 ¾?f fl ,®$ 2 ?f fl SBL-3 Ø?½A%?ë? $Ø: F ,A FHªA Ç,ªAfi; F ,A FH¼? Ç,¼?fi; F ,A FH fl Ç,?fi;µfi?½fi?, µ=A A %Ø

42、ªA Ç¿$ Çfl %e?ÇO ?P?¿ Ç ¼Øfl fi %fi ,½ fi % fi % 10 flE¾ Fig.10 SKeleton survezofzpesimenz3.3 ½¾%K_¿$? J% K½Ffl flJ% IflJ¾,? JGJ101 19966 %? fiPfi¼7 Ø%½ fi fi?F + F K =(1)A + A fiØ, F , F FH flfl¼

43、;? Lfi A% fl ,½ fl Ç, A ,A FH½? F ,F % fi,½$?¾fi Ç%$ 1 ?fi¾?fi? % 11 3 K flfl,1 ¾þ 2 ¾%J%Ifl ,%ØL? <fi? $%ª½, fl%fl?<J%,?¾%?<J%½þJ%Iflfi%f$?,? Ç%< ,J%½MIfl ½ fl SBL-1,%fi%?<J% 20.2 KN/mm;

44、89;4&$ 1 ?%|/f% fl SBL-2,%fi%?<J% 19.8 KN/mm;4&$ 2 ?%|/f% flSBL-3,% fi%?<J% 18.9 KN/mm 4&%|/fUfi% J%fi?iN,Afi?fi 1 /60,4&|/fU fi%½efl|/$Ffl $ 2 fl SWL-3 =f½hfi,j§jkfi ë Table2 Experimentalresultsofcharacteristicload, displacementanddisplacementductility coef

45、ficientofSWL-3 ÇF /KNA /mmA HF /KNA /mmA HF /KNA /mmA Hµfl 510.635.11 /86577.566.01 /45537.172.01 /422.41½ 523.636.01 /83604.666.01 /45604.666.01 /452.61fi? ,$%ª½,?¾ Çfl$fi, fl%fi Ç f$I$?¼ Ufi¾$%½,sf,¼Çfi?fiUfi%fiÇ?¼%fi 3.5fl

46、 ) fl%fleeª½$?L ?¢¾% $½,¢þ% fi,fl fi % 13 3 K flflfl ¾fi Çfl$fifl!% ",ª½,%Çfi', flfl!% "(),4+¾$%½ 0¼2,3fifl fl%½%9% % 13 flfl :;Fig.13 Energydizipation ofzpesimenz% 11 J%Ifl Fig.11 Curvezofztifnez degradati

47、on3.4 hfi¼¼fi _fl¼ Çfi?flfifi?< , Ufi%fiǽ?¼ ?fi¼ JGJ1011996,¿$ Ç?¼fi? h =F F þ$fiÇ?¼J¾,%Ø: F $ j¾ Ç,$ 2 ?fi¼? Ç, F $ j¾ Ç,$ 1 ?fi¼? Ç % 12 fl Ç?¼% 12 Ç?¼fi?

48、Fig.12 Load redustion soefisientofzpesimen<?fi¼ JGJ1011996, fl%ǤBCDfiF ( %<? Ç-fiBI:;J¢þ %¢%;fiLMfi,ǤBCDfiFfi,3fi%fl fi % 14 Of 3 K fl%flǤBC DfiF,?fi9, flflǤBCDfiFº9flfl, fl SBL-3 %ǤBCDfiFª½0.2 Ç

49、;9%,4+½X¾$%Yfl ,ǤBCDfiF$9,3fifl ½X9% % 14 ǤBCDfiFFig.14 Equivalentvizsouzdampingratio3.6fifl)ªZ/4+4%©¢¾cN$e$?ähk©¢cN,¢+,¢fi½þ4+ ,mN fiflk?pF?,ª½fiLr½0¼ØfiflNëA%?,fwfiflxfi J¾

50、; ½ fl SBL-2 ,fiLØfifl%?,fiL,4+%'fl¾$%½ $fl½ ªª,4+'%ª % 216.52 MPa, ? c fl ª % 125.01 MPa,%Çfi 150 KN%,4+%'½fifc flª %,%Ofiflþ?$¾$%½ fiLØfi fl%?%,%ÇY 210 KN%,4+%'?Q 125.00 MPa%fl3?r½fi?fiL fifl%

51、? xfi½% 15,½ ¼Ø?fl%?p,%Ø?$0,%Øfi;?fl%ª? $% 15 ª½,flfl?%ǼØ,Øfifl%?$º½9%,%Ø4+'?flªf¾$%½?s,4+?¤kfl?h(,8f4+$K,A fi%fiK<?¤?x%fl? (,?4+¾$%½¼%2, flfiK<%?¤fl%¾$%½

52、?s,¢+ªcN¢%?fl(fi flª fi L?þ,8f4+%'¾$%½?sK,%Ofi fl?r½?s 1 ¾ª 2 ¾4+%c?ª fl?fl,%Ø4+%c?( c N¢%c?fl,?r½?þ 1 ¾ª2 ¾%¢+%fl?ªc?(fi,%fi?$ fi Afi%?( Bfi%,Afi fl%K<, flfl? Çfl$fi,K fl?fifl, K<

53、% AfiF,fl Afi?%?þ,fiK<?¤?,?%9%,Afi%?½XPfi,Afi'%c?(fi fl Afi?fl,Bfifl?fl Afi%fi,¼% Bfi%c?h(fi 4 3?1) ªZ/4+4%©¢¾cN% 4+?fl¾$%½fl ,Afl?fi?fi 1 /60%,4+Z/2 fl%?½ ?$?fiZ/F%½ fl? 2) 4+mFfl$3fi%fi¾fi?4,?fi?fi?fiF%,F?$?$pY,fl ¼fl fi&

54、#170;Z/fiE 3) ?fifl fl,?fiØ,ª¾¾fi, L¢fifi? ,9%fi%fi=%?%,?5?Øfl?Ø 4) ªZ/4+4%©¢¾cN% BI:;fl(¼?,?½ (? 4+Z/F 2 fl%E¾:;?%fi,4+Z/F23fi%?<J%fl(½ 5) ¾cN% Ç?¼fiF½ 1, ¾ Çfi, fl%fiÇ?$?$?¼ 4+

55、4;Nfl¾$%½2,?¼fi?fi3fi%fiÇ?¼%fi 6) fl? Çfl$fi,4+%c?,4fifi%fl?(,Øfi,¢+þcN¢%? (fi % 15 fl SBL-2 ØØfifl%?Fig.15 Memberzztrez ofzpesimen SBL-2$61 EmoriD.Compreziveand zhearztrength ofsonsrete filed ztelboxwal J .StelStrusturez,2002,68(2) : 29-40

56、.2 LinK R A, ElwiA E.Compozitesonsrete-ztelplate walz:analyzizand behavior J .JournalofStrustural Enginering,ASCE, 1995,12l(2) :260-271.3 BrightH D.Thebehaviorofsompozitewalingunder sonztrustion and zervise loading J .Journal of ConztrustionalStelRezearsh,1995,35(3) :257-273.4 BrightH D.The axialloa

57、d behaviorofsompozite waling J .JournalofConztrustionalStelRezearsh, 1998,45(3):353-375.5 AnwarHozain D M, BrightH D.Experimentaland theoretisalbehaviorofsompozitewalingunderin plane zhear J .JournalofConztrustionalStelRezearsh, 2004,60(1):59-83.6 Eom Tae-Sung, ParK Hong-Gun, Le Cheol-Ho, etal. Beha

58、viorofdoublezKin sompozitewalzubjested toin- plane syslis loading J . Journal of Strustural Enginering,ASCE,2009,135(10) :1239-1249.7 ?%¾,ßfl$,S?fl.¼c¼fl©¢-ähk¾c N?½ TU J .% ? 3 fi? V, 2011,32(11):74-81.( NIEJianguo,BU Fanmin,FANJianzheng.Experimentalreze

59、arsh on zeizmisbehavior oflowzhear-zpan ratiosompozitezhearwalwith double ztelplatezand infilsonsrete J .JournalofBuilding Strusturez, 2011,32(11):74-81.( in Chineze) )8 ?%¾,fiäfl,S?fl,Ç.©¢-ähk¾cNTU¾$ J .%?3fi,2011,41 ( 12 ): 52-60.( NIEJianguo,TAOMuxuan,FANJi

60、anzheng,etal. Rezearsh advansezofsompozitezhearwalzwith double ztelplatezand filed sonsrete J .BuildingStrusture, 2011,41(12):52-60.( in Chineze) )9 BEI Fangfang, ZHA Bin, ZHAO Haibo, et al. Reziztanseperformanseofztel-sonsrete-ztelsompozite zhearwal J .JournalofSoutheaztUniverzity( Englizh Edition)

61、 , 2012,28(1):73-78.10 $%?,fl½,flK,Ç.¢fi¾©¢?äh kcN?c½ TU J .RSXY?V( T¼Y $ ?), 2015, 28 ( 2 ): 31-35.( ZHU Xiaorong,ZHAOBaosheng, ZHAO Shuquan,etal.Rezearsh on zhear behavior of ztel framez with bi-ztel-plate sompozitezhearwalinfilsonsrete J .Journalof Suz

62、houUniverzity of Ssiense andTeshnology ( Engineringand Teshnology) , 2015, 28 ( 2 ): 31-35. ( in Chineze) )11 $?,¼,?$.y?$fl¢-ähk¾c N?½ TU J .% ? 3 fi? V, 2013,34(6):93-102.( ZHULimeng, ZHOUDeyuan,HE Mingyue. Experimental rezearsh on zeizmis behaviorofsompozitesonsreteand ztelplatezhear walzwith binding barz J . JournalofBuilding Strusturez, 2013, 34(6):93-102.( in Chineze) )12 TUC,?,Ø,Ç.y?$fl©¾¢?ä hk¾cN?½ TU J .%?3fi? V,2013,34 ( 6 ):84-92.( LIU Hongliang, CAIJian,YANGChun, etal.Experim