钢框架—双层钢板内填混凝土剪力墙抗震性能研究

《钢框架—双层钢板内填混凝土剪力墙抗震性能研究》由会员上传分享，免费在线阅读，更多相关内容在工程资料-天天文库。

1、MateDehonofSuzhoufeJe68dThgySQn8ismcBvbofSfc&kB•直el-

2、)ate位obEarWhflCoorfc6zhouhJivEgy6eoadTecholgDepartmentCv1EngineingMteZhXbrgporZhBngMStitureKggJua,2Q~[T8388enr■■■■■■■■■■nr瑟藝eeXnreIII目H■FHIX~ir~srenreeexnrXIIABAQETIIXHHI~irABAQSJ1~irIIX=IHRQSJBae~ireeeIIHeeHIXT11Base

3、~ir11~irIIeeeX~irIT~ir~ir~irIIX"Tl-Xreftce0heral6rce直StelframkrBi-feeel-phearwalfiedcocretsanew-typectiresystem£cretsBbetvenhHkcocretC)ch}>effeelicoedEffenerpe,h/ichmakeshhgbearngapaityC&tgcoeheftucbwaladconettvharwalbythevefcalRelframTb6new©cdsyfcebienergypnhahBtiat

4、peeraforce@uctset)曲adtyadgdhenabalresearchohreft6bgUCGSt)verycpieheave,adh■abfordeignes0adeign6rtnas6hhr.Seinperform6hCB•sanalysedbytiehiehanalyi6twaeABAQEJThemancbe&aeEnaiedafi/THlSebcbapphcbfriehietitype

5、npabutadStelframeivBi-Eeel-^C杠1sherwalBiwasebIdk&ehnehanalyiso仞a

6、reABAQEJInorderbeathecorrect6bngbfifaetnetimd1tnedaexpeinntbbrsdadcopiredb/expeennhefaT3-

7、

8、Toanalyzeiseisinperfdmance,hBaepcmeawasetibybfietnetianalyiso仞aecurvestffnesdegradabhyferetcurves(yHh6force直ctire.ba■gapacitydegadabcupe.Eancbrfc6hbpek0tn©wasd0analyzebpocesABAQEJ

9、adsitnad0gethygerefccurvesskebT11BasedobBaspcmen,aplyhcycbbaddbdesgned11pcmcradftdyococretehckNesBescocretEenghbarprabadt)herparahiceobsemrefaWedhkbbra86cocretbperformnee6hnhcde.Thectiesbreasesapacityofb直nrase6cocreeb/ly;ivbbrae6bctureswassigfiatilyincreasedtenghhbearng

10、capacpof直ckNselBenergycturesnhbeghckNsc^iceases0deeae6hearpwabe匚a0barngapacitywashgher,hperformance6apaityofbbarngn;tvhly;tvhatii-seinalyzehenaforce戸申eenc协hearwaladKirDS:Bi・ge1-pc松hSebcurve^giearehwalftfUHysterefccurv^ffiHJIJ“IIf上JfJ■c(Sebiehab1-1212I^334434392J3/^C0^33

11、2J363Tg・T3T$38392I3333B/3v2a33330342323235838.83€・33S/3SG038.3365I84184288€・82S/.9ag.038.04353IC§3»/33G338^34454525864558518528066XXXHX6eXXXXXXXXeB^JXH2nr'anr2IIXII、~irXe⑵:::iiX1X~ir~irX3XA-A1鏤eeX4X1~irITXX1ITX~irnrXnrnrnr値4板堆按竹iUttl;«4抗呵连接讲4XXII~ir~ir~ir~ir中nr~irX1nr1X

12、~irIIIIiX-n-~irXX69XII诙接•:A:-¥B■•=1HIIT~irnrX~irnrXnrX~ir~irnrIT~ir~ir~irX~ir~ir~irX~irII~ir~ir~ir~ir~ir~ir12F