近断层竖向速度脉冲地震作用对RC柱抗剪性能的影响
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摘要
以单个RC柱为分析对象,采用台湾集集地震中3组断层距18条速度脉冲型地震动记录,通过非线性动力时程分析,研究断层距、竖向与水平加速度谱值比、柱初始轴压比、竖向和水平振动周期以及剪跨比对RC柱抗剪性能的影响规律。结果表明:近断层竖向速度脉冲地震作用对RC柱的抗剪性能有很大影响;抗剪性能系数随反应谱比值增大而减小,中等初始轴压比与断层距、以及剪跨比与近断层距(0～10km)对柱抗剪性能有交互作用。最后,对结果进行非线性回归分析,建立了考虑近断层竖向速度脉冲地震效应及其影响因素交互作用的抗剪性能系数表达式。
Single RC columns are used to investigate the influence of fault distance,vertical and horizontal acceleration spectral ratio,initial axial load ratio,fundamental period and shear span ratio on shear resistant behavior of RC columns.Eighteen-velocity pulse-like earthquake records divided into three-fault distance from Chi-Chi earthquake are used as excitations to execute nonlinear dynamic time history analysis.The results demonstrate that axial velocity pulse-like earthquake action has evident effects on the shear resistant performance of RC columns.Shear-resistant behavior factor decreases with the increase of spectral ratio,and medium initial axial load ratio and fault distance,shear span ratio and near fault distance(0~10 km) have coupling influence on the shear-resistant behavior of RC columns.Finally,nonlinear regression analysis of analytical data in the present study is carried out and empirical approach considering different effect of these factors is proposed.
Single RC columns are used to investigate the influence of fault distance,vertical and horizontal acceleration spectral ratio,initial axial load ratio,fundamental period and shear span ratio on shear resistant behavior of RC columns.Eighteen-velocity pulse-like earthquake records divided into three-fault distance from Chi-Chi earthquake are used as excitations to execute nonlinear dynamic time history analysis.The results demonstrate that axial velocity pulse-like earthquake action has evident effects on the shear resistant performance of RC columns.Shear-resistant behavior factor decreases with the increase of spectral ratio,and medium initial axial load ratio and fault distance,shear span ratio and near fault distance(0~10 km) have coupling influence on the shear-resistant behavior of RC columns.Finally,nonlinear regression analysis of analytical data in the present study is carried out and empirical approach considering different effect of these factors is proposed.
引文
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[2]Elwood K J,Moehle J P.Dynamic shear and axial-loadfailure of reinforced concrete columns[J].Journal ofStructural Engineering,2008,134(7):1189-1198.
[3]温增平,徐超,陆鸣,等.汶川地震重灾区典型钢筋混凝土框架结构震害现象[J].北京工业大学学报,2009,35(6):753-760.WEN Zengping,XU Chao,LU Ming,et al.Damagefeatures of R.C frame structures in Wenchuanearthquake[J].Journal of Beijing PolytechincUniversity,2009,35(6):753-760.
[4]Kim S J,Holub C J,Elnashai A S.Analyticalassessment of the effect of vertical earthquake motionon RC bridge piers[J].Journal of StructuralEngineering,2011,137(2):252-260.
[5]Zhang J,Elnashai A.Investigation of RC columnsunder multi-directional motions[C]//Proceedings of theUS-Japan Workshop on Large-scale Experiments on theSeismic Performance of Bridges,Doubletree,SanFrancisco,USA,2005.
[6]Elnashai A,Spencer B,Kuchma D,et al.Analysis anddistributed hybrid simulation of shear-sensitive RCbridges subjected to horizontal and vertical earthquakeground motion[J].Technical Memorandum of PublicWorks Research Institute,2005,3983:351-368.
[7]Zaghlool B S.Behaviour of three-dimensional concretestructures under concurrent orthogonal seismicexcitations[D].New Zealand:University ofCanterbury,2007.
[8]Brown A,Saiidi M S.Investigation of near-fault vs.farfield ground motion effects on a substandard bridgebent[C/OL]//Proceedings of the 24th US-Japan BridgeEngineering Workshop,September 22-24,2008,Minneapolis,MN.[2011-12-10].http://www.pwri.go.jp/eng/ujnr/tc/g/pdf/24.
[9]周靖,方小丹.速度脉冲激励作用下混凝土框架柱抗剪性能研究[J].振动与冲击,2011,30(10):109-115.ZHOU Jing,FANG Xiaodan.Shear-resistant behaviorof concrete frame columns subjected to velocity pulse-like excitations[J].Journal of Vibration and Shock,2011,30(10):109-115.
[10]National Science Foundation.PEER strong motiondatabase[DB/OL].[2011-08-15].http://peer.berkeley.edu/smcat/.
[11]SeismoSoft.SeismoStruct:a computer program forfinite element analysis[EB/OL].[2011-11-21].http://www.seismosoft.com.
[12]Ono A,Shirai N,Adachi H.Elasto-plastic behaviorof reinforced concrete column with fluctuating axialforce[J].Transactions of the Japan ConcreteInstitute,1989,11:239-246.
[13]张先进,陈家夔.在高轴压和循环剪力作用下钢筋混凝土框架短柱的抗剪性能[J].西南交通大学学报,1989(1):60-67.ZHANG Xianjin,CHEN Jiakui.Shear behavior ofreinforced concrete short columns subjected to highaxial and cyclic lateral loads[J].Journal of SouthwestJiaotong University,1989(1):60-67.
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