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工程结构抗震,地震模拟振动台测试

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(1)JingZhou*,WeifengZhao,KaiTang,etal.Seismicperformanceofsquare,thin-walledsteeltube/bambooplywoodcompositehollowcolumnswithbindingbars.SoilDynamicsandEarthquakeEngineering,2016,89:152-162. (2)JianCai,GuobinBu,JingZhou*,etal.ModificationofDuctilityReductionFactorforStrengthEccentricStructuresSubjectedtoPulse-LikeGroundMotions.JournalofEarthquakeEngineering,2016,20(1):12-38. (3)LiangtaoBu,JingZhou*,QiHou.Fieldtestingthestrengthofthin-layermortarsusingthepull-outmethod.AdvancesinCementResearch,2015,28(3):1-9. (4)JingZhou*,WeifengZhao,WeiMao.Leastfavorableprobabilityoffailurefor5-and10-storyRCframestructureswithverticalirregularities.JournalofEarthquakeEngineering,2015,19(7):1158-1180. (6)JingZhou*,FangpingHe,TianLiu.CurvatureductilityofcolumnsandstructuraldisplacementductilityinRCframestructuressubjectedtogroundmotions.SoilDynamicsandEarthquakeEngineering,2014,63:174-183. (7)JingZhou*,KaiTang,HuiyingWang,XiaodanFang.Influenceofgroundmotiondurationonthedampingreductionfactor.JournalofEarthquakeEngineering,2014,18(5):816-830. (8)周靖,方小丹*,毛威.长周期抗震设计反应谱衰减指数与阻尼修正系数研究.建筑结构学报,2017,38(1):62~75. (9)周靖,方小丹*,江毅.远场长周期地震动反应谱拐点特征周期研究.建筑结构学报,2015,36(6):1-12. (10)周靖*,陈秦,王慧英.钢筋混凝土框架结构竖向不规则参数的概率评估.建筑结构学报,2014,35(3):39-45.

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