纵向地震作用下大跨三塔悬索桥伸缩缝处双边碰撞效应研究
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摘要
相邻桥跨间的碰撞效应是引起大跨桥梁引桥落梁的重要原因,以一座大跨三塔悬索桥为研究对象,建立了复杂的桥梁结构空间动力分析模型,采用非线性动力时程分析法,详细分析了大跨三塔悬索桥伸缩缝处主、引桥相邻梁体间的双边碰撞对桥梁结构地震反应的影响规律,揭示大跨桥梁主、引桥结构振动周期比与碰撞效应的内在联系。研究结果表明:当一侧引桥基本周期小于或者接近主桥梁端位移控制振型周期,而另一侧引桥基本周期显著大于主桥周期时,双边碰撞使长周期侧的引桥固定墩墩底地震内力响应、梁端位移、梁体搭接长度以及主、引桥间相对位移响应显著增大,而使短周期侧引桥梁端位移、梁体搭接长度以及主、引桥间相对位移响应轻微减小。
The pounding effect at expansion joints is one of the important reasons of approach span girders falling off their supports of a long-span bridge under earthquake.Here,one long-span triple-pylon suspension bridge was taken as a study object,its complex space dynamic analysis model was built.Using the nonlinear time history analysis method,the double-side pounding effects of adjacent girders at its expansion joints on the seismic responses of the bridge were studied.And the relations between the pounding effects and vibration period ratio of the main span and the approach span were revealed.The results indicated that as the fundamental period of the one side approach span is shorter than or close to the main span's one and the other side's one is longer than the main span's one obviously,the double-side pounding can amplify the seismic responses of the longer-period side approach span,such as,the seismic response of the piers,the displacement of the main girder,the hinge seat width of the approach beam span and the relative displacement between the main span and the approach span;contrarily,the double-side pounding decreases slightly the corresponding seismic responses of the shorter-period side approach span.
The pounding effect at expansion joints is one of the important reasons of approach span girders falling off their supports of a long-span bridge under earthquake.Here,one long-span triple-pylon suspension bridge was taken as a study object,its complex space dynamic analysis model was built.Using the nonlinear time history analysis method,the double-side pounding effects of adjacent girders at its expansion joints on the seismic responses of the bridge were studied.And the relations between the pounding effects and vibration period ratio of the main span and the approach span were revealed.The results indicated that as the fundamental period of the one side approach span is shorter than or close to the main span's one and the other side's one is longer than the main span's one obviously,the double-side pounding can amplify the seismic responses of the longer-period side approach span,such as,the seismic response of the piers,the displacement of the main girder,the hinge seat width of the approach beam span and the relative displacement between the main span and the approach span;contrarily,the double-side pounding decreases slightly the corresponding seismic responses of the shorter-period side approach span.
引文
[1]Malhotra P K.Dynamics of seismic pounding at expansion joints of concrete bridges[J].Journal of Engineering Mechanics/July,1998:794-802.
[2]Chouw N,Hao H.Study of SSI and non-uniform ground motion effect on pounding between bridge girders[J].Soil Dynamics and Earthquake Engineering,2005,25:717728.
[3]Jankowski R,Wilde K,Fujino Y.Reduction of pounding effects in elevated bridges during earthquakes[J].Earthquake Engineering and Structural Dynamics,2000,29:195-212.
[4]Chau K T,Wei X X,Guo X,et al.Experimental and theoretical simulations of seismic poundings between two adjacent structures[J].Earthquake Engineering and Structural Dynamics,2003;32:537-554.
[5]Ruangrassamee A,Kawashima K.Relative displacement response spectra with pounding effect[J].Earthquake Engineering and Structural Dynamics,2001,30:1511-1538.
[6]王军文,李建中,范立础.非规则梁桥伸缩缝处的碰撞对地震反应的影响[J].土木工程学报,2006,30(1):54-59.WANG Jun-wen,LI Jian-zhong,FAN Li-chu.Effect of pounding at expansion joints on seismic response of irregular girder bridges[J].China Civil Englneerlng Journal,2006,30(1):54-59.
[7]王军文,李建中,范立础.连续梁桥纵向地震碰撞反应参数研究[J].中国公路学报,2005,18(4):42-47.WANG Jun-wen,LI Jian-zhong,FAN Li-chu.Parametric study of longitudinal seismic pounding response for continuous girder bridges[J].China Journal of Highway and Transport,2005,18(4):42-47.
[8]邓育林,彭天波,李建中.大跨多塔悬索桥纵向地震碰撞反应参数研究[J].振动与冲击,2011,30(4):152-157.DENG Yu-lin,PENG Tian-bo,LI Jian-zhong.Parametric study of longitudinal seismic pounding response for long-span multi-tower suspension bridges[J].Journal of Vibration and Shock,2011,30(4):152-157.
[9]邓育林,彭天波,李建中.强震作用下大跨斜拉桥伸缩缝处的碰撞效应影响研究[J].振动与冲击,2011,30(6):26-30.DENG Yu-lin,PENG Tian-bo,LI Jian-zhong.Effect of pounding at expansion joints on seismic response of long-span cable-stayed bridge under strong earthquakes[J].Journal of Vibration and Shock,2011,30(6):26-30.
[10]OpenSees Command Language Manual[M].Pacific Earthquake Engineering Research Center,University of California,Berkeley,OpenSees version2.2.1.,2011.
[2]Chouw N,Hao H.Study of SSI and non-uniform ground motion effect on pounding between bridge girders[J].Soil Dynamics and Earthquake Engineering,2005,25:717728.
[3]Jankowski R,Wilde K,Fujino Y.Reduction of pounding effects in elevated bridges during earthquakes[J].Earthquake Engineering and Structural Dynamics,2000,29:195-212.
[4]Chau K T,Wei X X,Guo X,et al.Experimental and theoretical simulations of seismic poundings between two adjacent structures[J].Earthquake Engineering and Structural Dynamics,2003;32:537-554.
[5]Ruangrassamee A,Kawashima K.Relative displacement response spectra with pounding effect[J].Earthquake Engineering and Structural Dynamics,2001,30:1511-1538.
[6]王军文,李建中,范立础.非规则梁桥伸缩缝处的碰撞对地震反应的影响[J].土木工程学报,2006,30(1):54-59.WANG Jun-wen,LI Jian-zhong,FAN Li-chu.Effect of pounding at expansion joints on seismic response of irregular girder bridges[J].China Civil Englneerlng Journal,2006,30(1):54-59.
[7]王军文,李建中,范立础.连续梁桥纵向地震碰撞反应参数研究[J].中国公路学报,2005,18(4):42-47.WANG Jun-wen,LI Jian-zhong,FAN Li-chu.Parametric study of longitudinal seismic pounding response for continuous girder bridges[J].China Journal of Highway and Transport,2005,18(4):42-47.
[8]邓育林,彭天波,李建中.大跨多塔悬索桥纵向地震碰撞反应参数研究[J].振动与冲击,2011,30(4):152-157.DENG Yu-lin,PENG Tian-bo,LI Jian-zhong.Parametric study of longitudinal seismic pounding response for long-span multi-tower suspension bridges[J].Journal of Vibration and Shock,2011,30(4):152-157.
[9]邓育林,彭天波,李建中.强震作用下大跨斜拉桥伸缩缝处的碰撞效应影响研究[J].振动与冲击,2011,30(6):26-30.DENG Yu-lin,PENG Tian-bo,LI Jian-zhong.Effect of pounding at expansion joints on seismic response of long-span cable-stayed bridge under strong earthquakes[J].Journal of Vibration and Shock,2011,30(6):26-30.
[10]OpenSees Command Language Manual[M].Pacific Earthquake Engineering Research Center,University of California,Berkeley,OpenSees version2.2.1.,2011.
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