開孔和未開孔鋼板剪力墻抗剪性能研究.pdf

1、哈爾濱工業(yè)大學(xué)碩士學(xué)位論文開孔和未開孔鋼板剪力墻抗剪性能研究姓名：方禮凱申請學(xué)位級(jí)別：碩士專業(yè)：結(jié)構(gòu)工程指導(dǎo)教師：張素梅20050101哈爾濱工業(yè)大學(xué)工學(xué)碩十學(xué)位論文AbstractAccordingtoaseriesofadvantages，suchasconvenientoperation，goodductility，andexcellentpropertyofseismicresistance，steelplateshearwal

2、ls，asoneofnewearthquake—resistingelementforbuildingframes，havebeenwidelystudiedandusedinsomeforeigncountriesHowever，theapplicationofthiskindofstructurehasbeeniuststartedinChinaStrengthandstiffnessofsteelplateshearwallwit

3、hslits，exceptadvantagesabove，canbeadjustedbychangingofthekindofslitsThestrueturalbehaviorofthesteelplateshearwallandthesteelplateshearwallwithslitsisfullyanalyzedFirstofall，somefactors。whichwillaffectthestructuralbehavio

4、rofthesteeiplateshearwall，areanalyzed，suchastheinitialgeometricalflaw，ratioofheighttothickness，ratiooflengthtowidth，andboundaryconditionSecondbytheloaddisplacementcurvesandthewholedestructiveprocess，themechanismofresista

5、nceofloadofthesteelplateshearwallwithslitsisproposedandanalyzed，includingmainlythebehaviorofthecolumnpartbetweenslitsandtheeffectofthecolumnpartforthewholesteelplateshearwallLastbutnotleastaseriesofparameterschangesofthe

6、steelplateshearwallwithslitsareanalyzed，suchastheratioofheighttowidthofthecolumnpart，thenumberofverticalslitlayer，theratioofwidthtothicknessofcolumnparttheratiooflongitudinalintervaItothewidthofthecolumnpart，andthewidtho

7、fslitandSOonThestudyofthestructuralbehaviorofsteelplateshearwallwithslitsnotonlyisconducivetounderstandthestructuralbehaviorofsuchkindofelements，butalsospreadstheapplicationanddisseminationofthesteelplateshearwallinChina