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ID:51460841
大小:3.40 MB
页数:6页
时间:2020-03-25
《强震作用下减隔震桥梁抗震性能试验研究.pdf》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、桥梁建设2016年第46卷第5期(总第240期)BridgeConstruction,Vol.46,No.5,2016(TotallyNo.240)59文章编号:1003-4722(2016)05-0059-06强震作用下减隔震桥梁抗震性能试验研究王凯睿,徐秀丽,李雪红,李枝军,刘伟庆(南京工业大学土木工程学院,江苏南京210009)摘要:为了研究连续梁桥的地震反应特性,对一座采用铅芯橡胶支座的三跨连续梁桥结构进行振动台试验。按峰值加速度从小到大的顺序依次输入El‐Centro波、拟合波、人工波3种地震波,研究结构的地
2、震反应,并对比边墩、中墩的地震反应,分析墩柱损伤对支座减隔震性能的影响。结果表明:地震波峰值加速度小于0.3g输入时,结构整体地震反应较小,处于弹性工作状态,地震波峰值加速度0.3g~0.5g输入时,结构整体地震反应逐渐增大,形成塑性铰,地震波峰值加速度0.6g输入后,结构达到承载能力极限状态,发生破坏;连续梁桥中间墩的地震反应略小于边墩;桥墩塑性破坏后的刚度退化会限制支座减隔震作用的发挥,但同时墩柱刚度退化也会有效延长结构自振周期,降低结构的地震反应。关键词:连续梁桥;振动台试验;铅芯橡胶支座;地震波;地震反应;减隔
3、震;墩柱损伤中图分类号:U448.215;U442.55文献标志码:AExperimentalStudyofSeismicPerformanceofSeismicallyMitigatedandIsolatedBridgesUnderStrongEarthquakeWANGKairui,XUXiuli,LIXuehong,‐LIZhijun,‐LIUWeiqi‐ng‐(CollegeofCivilEngineering,NanjingTechUniversity,Nanjing210009,China)Abstract
4、:Tostudytheseismicresponsecharacteristicsofcontinuousgirderbridges,theshaketabletestsfora3‐spancontinuousgirderbridgestructureusingthelead‐rubberbearingsweremade.3kindsoftheseismicwavesoftheEl‐Centrowave,fittedwaveandartificialwaveweresuc‐cessivelyinputinthetest
5、sintheorderofthehightolowpeakaccelerationandtheseismicrespon‐sesofthestructurewereinvestigated.Theseismicresponsesofthesideandcentralpierswerecomparedandtheinfluencesofdamageofthepiercolumnsontheseismicmitigationandisolationperformanceofthebearingswereanalyzed.T
6、heresultsdemonstratethatwhenthepeakaccelera‐tionoftheseismicwavesthatislessthan0.3gisinput,theglobalseismicresponsesofthestruc‐tureareweakandthestructureisinthestateofelasticity.Whenthepeakaccelerationof0.3g~0.5gisinput,theglobalseismicresponsesofthestructuregra
7、duallyincreaseandtheplastichin‐gescomeintobeingandwhenthepeakaccelerationof0.6gisinput,thestructurereachesthelimitstateofthebearingcapacityandthedamagetakesplace.Theseismicresponsesofthecentralpiersofthecontinuousgirderbridgesareslightlyweakerthanthoseofthesidep
8、iers.Therigiditydete‐riorationofthepiersaftertheplasticdamagerestrictstheroleoftheseismicmitigationandisola‐tionofthebearings,however,therigiditydeteriorationofthepie
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