鋼筋砼空心剪力墻板的試驗(yàn)研究與可行性分析.pdf

1、西安建筑科技大學(xué)碩士學(xué)位論文鋼筋砼空心剪力墻板的試驗(yàn)研究與可行性分析姓名：石琳申請學(xué)位級別：碩士專業(yè)：結(jié)構(gòu)工程指導(dǎo)教師：許淑芳2001.3.1●TheExperimentalStudyandPracticabilityAnalysisofHollowShearWAUofReinforeedConcreteSpeciality：Master’SNalTle：Instructor：CivilEngineeringShiLinXuShuFan

2、gABSTRACTWiththeperformanceofthesettlingresidenceprojectandthedevelopingofthecomfortableresidenceChinesehavebeenrequiringmoreandmoredwellinghousessince1990Atthesametime，theSustainableDevelopmentisfullyunderwaysowallmater

3、ialsreformandenergysavingconstructionshavebeenperforminginthecivilengineeringfieldClearlysubhighriseresidenceswillprevailonalltypesofChineseresidencesForarchitecturalrequirements，residenceshavemanywallsAsaresultitiscompa

4、rativelyresonablethatsubhighriseresidencesareframewallstructuresorshearwallstructuresWeallknowthatshearwallstructureshavelargesectionalareaandthecapabilityofbearingverticalloadsisrespectivelyhighNevertheless，underseismic

5、forcest11eyhavelargeinertiaforcesandsmalllateraldisplacementsThereforeitisknownthattheyhavepoorductilityandbelongtobrittlestructuresBesides，theyarenotuptothestandardofenergysavingForaboveresorts，oursubjectstudieshollowsh

6、earwallofRCwhichhasnotonlygoodenergysavingcapabilitybutalsosmallselfweight，smallstiffnessandgoodductilityIfthewallisputintoUSe，shearwallstructurezwillbeenergysavingandductilestructuresOursubjectfocusesontheexperimentalst

7、udyandpracticabilityanalysisofhollowshearwallofRC1tstestspecimensarethreedifferenthollowshearwallsof艮CTheNo1No，2andNo3specimen，initsgivenorderisordinarystyle，X’steelbracingstyleandslitstyleofhollowshearwallofRCFirstlybyl

8、owcycleandreversehorizonalloadingtesLtheirpropertiesincludingstrengthpropertydeformationpropertyandenergypropertyarestudiedSpeakingindetail，foreveryspecimen，westudythedegreeofthecrackingIoad，yieldloadandfailureload；thedu