考虑桩土相互作用的大跨度钢拱桥地震反应分析
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摘要
为了研究桩土相互作用下大跨度钢拱桥的地震反应特点以及塑性铰的形成部位和发展过程,利用ANSYS有限元程序对比研究了在多组地震输入条件下,考虑基础固结和桩土相互作用下的动力特性及在罕遇地震下的地震反应,并探讨了层状场地土对桩基以及上部结构的影响.结果表明:与基础固结模型相比,考虑桩土相互作用体现了土的特性对结构的影响,较好地反映了结构的动力特性,结构的自振周期延长,且对高阶振型周期影响显著;同时结构各部位的内力响应呈下降趋势,位移响应被放大,但受边界假定的影响,其总体反应趋势未发生改变,其中在主梁1/4处、梁拱结合处以及柱底处均出现塑性铰,且柱底处率先屈服,各塑性铰区的变形仍控制在较小的范围内,桩身则未出现塑性铰.
In order to study the earthquake response characteristics of a long-span steel arch bridge and the formation position and development process of plastic hinges in the bridge under soil-pile interaction,Ansys FEM software was used to comparatively discuss the effects of layered soil on the pile foundation and upper structure in consideration of structural dynamic characteristics and earthquake response under two different boundary conditions at the bottom of the bridge,i.e.,foundation consolidation and pile-soil interaction.The results showed that the soil-pile interaction model reflected the effect of soil characteristics on the structure and it could better reveal the structural dynamic characteristics compared with the consolidation model.Using this model,the natural vibration period of structure was protracted,the period of high-order vibration modes varied significantly,and the internal force response of every part was declined,while the displacement response was amplified.But considering the effect of boundary conditions,the general trend did not change.The plastic hinges emerged on one fourth of the main girders,the girder-arch joint parts and the bottom of piers,the bottom of piers yielded firstly,while the deformation of plastic-hinge zones was still controlled in a smaller range,and the plastic hinge did not emerge on the piles.
In order to study the earthquake response characteristics of a long-span steel arch bridge and the formation position and development process of plastic hinges in the bridge under soil-pile interaction,Ansys FEM software was used to comparatively discuss the effects of layered soil on the pile foundation and upper structure in consideration of structural dynamic characteristics and earthquake response under two different boundary conditions at the bottom of the bridge,i.e.,foundation consolidation and pile-soil interaction.The results showed that the soil-pile interaction model reflected the effect of soil characteristics on the structure and it could better reveal the structural dynamic characteristics compared with the consolidation model.Using this model,the natural vibration period of structure was protracted,the period of high-order vibration modes varied significantly,and the internal force response of every part was declined,while the displacement response was amplified.But considering the effect of boundary conditions,the general trend did not change.The plastic hinges emerged on one fourth of the main girders,the girder-arch joint parts and the bottom of piers,the bottom of piers yielded firstly,while the deformation of plastic-hinge zones was still controlled in a smaller range,and the plastic hinge did not emerge on the piles.
引文
[1]Penzien J,Scheffey C F,Parmelee R A.Seismic analysis ofbridges onlong piles.J Eng Mech ASCE,1964,90(3):223
[2]Fan L C.ASeismic Analysis of Bridges.Shanghai:Tongji Uni-versity Press,1997(范立础.桥梁抗震.上海:同济大学出版社,1997)
[3]Sun L M,Zhang C N,Pan L,et al.Lumped-mass model anditsparameters for dynamic analysis of bridge pier-pile-soil system.JTongji Univ,2002,30(4):409(孙利民,张晨南,潘龙,等.桥梁桩土相互作用的集中质量模型及参数确定.同济大学学报,2002,30(4):409)
[4]Maheshwaria B K,Trumana K Z,Naggarb M H El.Three-di-mensional nonlinear analysis for seismic soil-pile-structure interac-tion.Soil Dyn Earthquake Eng,2004,24:343
[5]Ellis E A,Springman S M.Modelling of soil-structureinteractionfor a piled bridge abutment in plane strain FEManalyses.Com-put Geotech,2001,28:79
[6]Hu D L,Huang X G,Zhao G H,et al.Horizontal seismic re-sponse analysis of continuous rigidframe bridges consideringstruc-ture-water interaction.J Archit Civil Eng,2008,25(2):79(胡大琳,黄小国,赵国辉,等.考虑结构-水相互作用的连续刚构桥水平地震反应分析.建筑科学与工程学报,2008,25(2):79)
[7]Cheng J,Jiang J J,Xiao R C,et al.Ulti mate load-carrying ca-pacity of long-span steel arch bridges.Eng Mech,2003,20(2):7(程进,江见鲸,肖汝诚,等.大跨度钢拱桥结构极限承载力分析.工程力学,2003,20(2):7)
[8]Long X H,Li L,Tang J X,et al.Dynamic analysis and linearseismic response of the third Aodang cable-stayed bridge inMacao.Eng Mech,2004,21(6):166(龙晓鸿,李黎,唐家祥,等.澳凼第三大桥斜拉桥的动力特性及线性地震反应分析.工程力学,2004,21(6):166)
[9]Wei X,Fan L C,WangJ J.Shaketabletest onsoil-pile-structureinteraction.China Civil EngJ,2002,35(4):91(韦晓,范立础,王君杰.考虑桩-土-桥梁结构相互作用振动台试验研究.土木工程学报,2002,35(4):91)
[10]The Ministry of Transport of the People’s Republic of China.JTJ 004—89 Standard of Design for Highway EngineeringSeismic.Beijing:China Communications Press,1990(中华人民共和国交通运输部.JTJ 004—89公路工程抗震设计规范.北京:人民交通出版社,1990)
[2]Fan L C.ASeismic Analysis of Bridges.Shanghai:Tongji Uni-versity Press,1997(范立础.桥梁抗震.上海:同济大学出版社,1997)
[3]Sun L M,Zhang C N,Pan L,et al.Lumped-mass model anditsparameters for dynamic analysis of bridge pier-pile-soil system.JTongji Univ,2002,30(4):409(孙利民,张晨南,潘龙,等.桥梁桩土相互作用的集中质量模型及参数确定.同济大学学报,2002,30(4):409)
[4]Maheshwaria B K,Trumana K Z,Naggarb M H El.Three-di-mensional nonlinear analysis for seismic soil-pile-structure interac-tion.Soil Dyn Earthquake Eng,2004,24:343
[5]Ellis E A,Springman S M.Modelling of soil-structureinteractionfor a piled bridge abutment in plane strain FEManalyses.Com-put Geotech,2001,28:79
[6]Hu D L,Huang X G,Zhao G H,et al.Horizontal seismic re-sponse analysis of continuous rigidframe bridges consideringstruc-ture-water interaction.J Archit Civil Eng,2008,25(2):79(胡大琳,黄小国,赵国辉,等.考虑结构-水相互作用的连续刚构桥水平地震反应分析.建筑科学与工程学报,2008,25(2):79)
[7]Cheng J,Jiang J J,Xiao R C,et al.Ulti mate load-carrying ca-pacity of long-span steel arch bridges.Eng Mech,2003,20(2):7(程进,江见鲸,肖汝诚,等.大跨度钢拱桥结构极限承载力分析.工程力学,2003,20(2):7)
[8]Long X H,Li L,Tang J X,et al.Dynamic analysis and linearseismic response of the third Aodang cable-stayed bridge inMacao.Eng Mech,2004,21(6):166(龙晓鸿,李黎,唐家祥,等.澳凼第三大桥斜拉桥的动力特性及线性地震反应分析.工程力学,2004,21(6):166)
[9]Wei X,Fan L C,WangJ J.Shaketabletest onsoil-pile-structureinteraction.China Civil EngJ,2002,35(4):91(韦晓,范立础,王君杰.考虑桩-土-桥梁结构相互作用振动台试验研究.土木工程学报,2002,35(4):91)
[10]The Ministry of Transport of the People’s Republic of China.JTJ 004—89 Standard of Design for Highway EngineeringSeismic.Beijing:China Communications Press,1990(中华人民共和国交通运输部.JTJ 004—89公路工程抗震设计规范.北京:人民交通出版社,1990)
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