可替換連梁連接的雙鋼板混凝土聯肢組合剪力墻抗震性能試驗研究趙寶成

1、網絡出版時間：2016-07-14 11:22:55網絡出版地址：$ 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, 21501

2、1)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、gt;%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、#188;%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 sompozitezhearwalzwi

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

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

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

8、elinKzsan 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 land

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

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

11、meshanizmº §: #$þs Ø($§(15DJA560002) fl+½: (1970 ),Q,¢¼#fiª$,f 4J,$7 E-mail:zhaobs2000163.som89Q¤:2015 8 fl0fl?ä k©¢9¾<>?%?$fiÇ?,a½/Çfiflf%$7?¾%?fiØ,½¢?¾K?$½*?¾<>%?

12、9;, 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,½þ p&#

14、189;,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? Ç,G

15、B500172003 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 fl H B&

16、#162;, ¢ ) 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 fi94s, fi9

17、% 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? fl? ?

18、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?¤9194.14388.6

19、22.05 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?½

20、,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$fl?þ¼s?,fl)%#?$)þ &#

21、189;,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$½% 2 ¿$ª

22、fiä¾ 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 ¤$ þ

23、$ , 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 fi 36 mm

24、%,'$ 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 ¾

25、,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$½

26、% 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&fl89Ø 4

27、&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 4iÇ

28、;flfie 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&$fi(%kfi

29、Cfi 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!¢ $fi(%KEþ %ø% ÇYfi 54 mm%,Afi%fi KXx¤flfi(%zKLV( % 5b), Çfi 2 345$ Ç5$4

30、4&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 Failuremodeofzpesi

31、men 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&½Cfi ,&

32、#39;(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;( % 6d); &#

33、199;Y½ 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?fi%$fi

34、 _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,?L fli

35、¼? % 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 8fl fl&

36、amp;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:,flfl4m8fi

37、54;?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、162;(?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 i¼?, fl

39、%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&f,%?

40、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? Ç&#

41、254; 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,AFHªA Ç,ªAfi; F,AFH¼? Ç,¼?fi; F,AFH fl Ç,?fi;µfi?½fi?, µ=AA %تA Ç

42、¿$ 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 + FK =(1)A + AfiØ, F, FFH flfl¼? Lfi A% fl ,

43、9; fl Ç, A,AFH½? 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;½4&$ 1 ?%|/f% fl

44、 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 coefficientofSWL-3 ÇF

45、 /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 ) fl%fleeª½

46、$?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 degradation3.4 hfi¼¼f

47、i _fl¼ Çfi?flfifi?< , Ufi%fiǽ?¼ ?fi¼ JGJ1011996,¿$ Ç?¼fi? h=FFþ$fiÇ?¼J¾,%Ø: F$ j¾ Ç,$ 2 ?fi¼? Ç, F$ j¾ Ç,$ 1 ?fi¼? Ç % 12 fl Ç?¼% 12 Ç?¼fi?Fig.12 Load redustion soefi

48、sientofzpesimen<?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 Ç9%,4+½X¾$%Yfl ,&#

49、199;¤BCDfiF$9,3fifl ½X9% % 14 ǤBCDfiFFig.14 Equivalentvizsouzdampingratio3.6fifl)ªZ/4+4%©¢¾cN$e$?ähk©¢cN,¢+,¢fi½þ4+ ,mN fiflk?pF?,ª½fiLr½0¼ØfiflNëA%?,fwfiflxfi J¾ ½ fl SBL-2 ,fiLØ

50、fifl%?,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%? xfi½% 15,½ ¼

51、;Ø?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?s,¢+ªcN¢%?fl

52、(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<% AfiF,fl Afi?%?þ,fiK&l

53、t;?¤?,?%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 fiªZ/fiE 3) ?fifl fl,?fi&#

54、216;,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+þNfl¾$%½2,?¼

55、fi?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) : 29-40.2 LinK R A, ElwiA E.Compozi

56、tesonsrete-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 axialload behaviorofsompozite waling

57、 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. BehaviorofdoublezKin sompozitewa

58、lzubjested 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.Experimentalrezearsh on zeizmisbehavior oflo

59、wzhear-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,FANJianzheng,etal. Rezearsh advan

60、sezofsompozitezhearwalzwith 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) , 2012,28(1):73-78.10 $%?,f

61、l½,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 SuzhouUniverzity of Ssiense and

62、Teshnology ( 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.Experiment