墩柱抗震性能拟静力试验数据库架构研究
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摘要
随着抗震研究工作的日益发展和深入,世界各国开展了大量试验研究,取得了丰富的研究数据,同时美国、日本等国相继建立了钢筋混凝土墩柱抗震性能试验数据库,提高了数据的使用率,为研究人员提供墩柱抗震性能研究的良好平台,极大促进了该领域的研究。然而,虽然国内各高校及研究机构也开展了大量墩柱抗震试验,但由于没有较为系统、完整、合理的数据系统,导致国内所做试验数据利用率低、缺乏统一性,造成了资源的浪费在一定程度上阻碍了国内研究成果的交流,不利于我国桥梁抗震研究水平的提高。为了及时反映我国当前墩柱抗震性能试验研究的水平,充分利用已有的研究成果,有效推动我国桥梁墩柱抗震性能研究的发展,亟需建立我国自有的桥梁墩柱抗震性能拟静力试验数据库。
本文以美国PEER墩柱性能数据库和日本Kawashima试验室墩柱抗震性能数据库为主要研究对象,对其数据库的组成结构进行了深入的解构。在此基础上,提出了钢筋混凝土墩柱抗震性能拟静力试验数据库的基本架构,为我国墩柱性能数据库的建立提供一定的理论支持和参考依据,文章主要内容如下:
①概括了近年来强烈地震中钢筋混凝土桥墩的震害特点,总结了国外桥墩抗震性能数据库的现状;
②对比分析了国内外墩柱抗震性能试验研究情况,提出墩柱性能延性指标体系和拟静力试验数据库结构体系;
③解构了美国PEER墩柱性能数据库和日本Kawashima试验室墩柱抗震性能数据库,研究了两个数据库的特点并对进行对比分析,指出各自优缺点及可借鉴之处;
④提出了我国墩柱抗震性能试验数据库的基本架构,指出建立该数据库所需要的资源以及如何进行数据库建立。
As the development of seismic research, lots of experiments have been done all over the world and boundary data have been achieved. To use the data much more effectively, American and Japan have built their own seismic behavior database of reinforced concrete column, which successfully provided good platforms for research- ers to study the seismic performance of reinforced concrete column. However, although lots of experiments have been done in China, and also plenty of results have been gained, there is still no systematic, complete, and reasonable structural performance database of reinforced concrete column, which leaded to a low utilization rate and bad unity of the test data. In order to show the current experimental level on seismic behavior of reinforced concrete column timely, use existing research results effectively, and promote the seismic performance of bridge columns in China, the establishment of our own seismic behavior database of reinforced concrete column is more and more urgent.
In this paper the PEER Structural Performance Database (USA) and Kawashima Laboratory Seismic Behavior Database of Reinforced Concrete Column(Japan) have been taken as the main object of study, through comparing the two databases, the infrastructure of seismic performance of reinforced concrete columns was proposed, which will provide a theoretical basis and reference value for the establishment of seismic behavior database of reinforced concrete column database in China.
The research have been done as follows:
①Summarized the recent earthquake damage on the characteristics of reinforced concrete bridge piers, researched on the foreign status of the database on the seismic performance of bridge piers;
②Made a comparison of the seismic research of Pier globally, proposed pier ductility performance index system and the database of quasi-static test system;
③Analyzed the database of the PEER pier performance database (USA) and the Kawashima Laboratory pier seismic performance database (Japan). The characters of each database have been researched and the advantages and shortcomings have been listed respectively;
④Proposed the basic structure of the pier seismic performance database in China, pointed out the resource required for the database and the steps to build it.
本文以美国PEER墩柱性能数据库和日本Kawashima试验室墩柱抗震性能数据库为主要研究对象,对其数据库的组成结构进行了深入的解构。在此基础上,提出了钢筋混凝土墩柱抗震性能拟静力试验数据库的基本架构,为我国墩柱性能数据库的建立提供一定的理论支持和参考依据,文章主要内容如下:
①概括了近年来强烈地震中钢筋混凝土桥墩的震害特点,总结了国外桥墩抗震性能数据库的现状;
②对比分析了国内外墩柱抗震性能试验研究情况,提出墩柱性能延性指标体系和拟静力试验数据库结构体系;
③解构了美国PEER墩柱性能数据库和日本Kawashima试验室墩柱抗震性能数据库,研究了两个数据库的特点并对进行对比分析,指出各自优缺点及可借鉴之处;
④提出了我国墩柱抗震性能试验数据库的基本架构,指出建立该数据库所需要的资源以及如何进行数据库建立。
As the development of seismic research, lots of experiments have been done all over the world and boundary data have been achieved. To use the data much more effectively, American and Japan have built their own seismic behavior database of reinforced concrete column, which successfully provided good platforms for research- ers to study the seismic performance of reinforced concrete column. However, although lots of experiments have been done in China, and also plenty of results have been gained, there is still no systematic, complete, and reasonable structural performance database of reinforced concrete column, which leaded to a low utilization rate and bad unity of the test data. In order to show the current experimental level on seismic behavior of reinforced concrete column timely, use existing research results effectively, and promote the seismic performance of bridge columns in China, the establishment of our own seismic behavior database of reinforced concrete column is more and more urgent.
In this paper the PEER Structural Performance Database (USA) and Kawashima Laboratory Seismic Behavior Database of Reinforced Concrete Column(Japan) have been taken as the main object of study, through comparing the two databases, the infrastructure of seismic performance of reinforced concrete columns was proposed, which will provide a theoretical basis and reference value for the establishment of seismic behavior database of reinforced concrete column database in China.
The research have been done as follows:
①Summarized the recent earthquake damage on the characteristics of reinforced concrete bridge piers, researched on the foreign status of the database on the seismic performance of bridge piers;
②Made a comparison of the seismic research of Pier globally, proposed pier ductility performance index system and the database of quasi-static test system;
③Analyzed the database of the PEER pier performance database (USA) and the Kawashima Laboratory pier seismic performance database (Japan). The characters of each database have been researched and the advantages and shortcomings have been listed respectively;
④Proposed the basic structure of the pier seismic performance database in China, pointed out the resource required for the database and the steps to build it.
引文
[1]范立础.现代化城市桥梁抗震设计若干问题.同济人学学报.1997
[2]中国赴日地震考察团.日本阪神人地震考察北京.地震出版社.1995
[3]杨丹清,李福海.不同配钢率对SRC压弯柱承载力与延性影响.西南交通大学土木工程学院.四川成都610031
[4]范立础,卓卫东.桥梁延性抗震设计.人民交通出版社.2001
[5]秦泗凤.桥墩抗震性能评价的静力非线性分析方法研究大连理工大学. 2008
[6]中华人民共和国交通部.JTJ 004-89.公路工程抗震设计规范.1989
[7]范立础.桥梁抗震.同济大学出版社.1996
[8]王晓宇,耿继国,孙明国.不同轴压比对型钢混凝土压弯柱承载力的影响.四川建筑.2006
[9]刘庆华,阎贵平.低配筋混凝土桥墩抗震性能的实验研究.北方交通大学学报. 1996
[10]鞠彦忠,阎贵平.低配筋铁路桥墩抗震性能的试验研究.铁道学报. 2004
[11]王娴明.反复荷载作用下钢筋的本构关系.建筑结构学报.1992
[12]沈聚敏.钢筋混凝土构件的变形和延性.中国建筑工业出版社.1998
[13]孙卓,闫贵平.钢筋混凝土桥墩抗震性能的试验研究.中国安全科学学报.2003
[14]孙卓,李建中,闫贵平,范立础.钢筋混凝土单柱式桥墩抗震性能试验研究.同济大学学报(自然科学版) 2003
[15]王东升.钢筋混凝土圆形截面柱式桥墩抗震性能评价.世界地震工程.2001
[16]艾庆华,李宏男.基于位移设计的钢筋混凝土桥墩抗震性能试验研究.地震工程与工程振动. 2008
[17]司炳君,李宏男,王东升,王清湘.基于位移设计钢筋混凝土桥墩抗震性能试验研究(I).拟静力试验[J].地震工程与工程振动,2008.28(I).123.129
[18]重庆交通科研设计院. JTG/T B02-01-2008.公路桥梁抗震设计细则.北京.人民交通出版社.2008
[19]中华人民共和国建设部标准.建筑抗震试验方法规程(JGJ101一96)北京.中国建筑出版社.1997
[20]弓俊青,朱烯.以位移为基础的钢筋混凝土桥梁墩柱抗震设计.中国公路学报.2001
[21]何万钟,何秀杰.中国土木建筑百科辞典.中国建筑工业出版社.1999
[22]高剑飞.OpenSees:一个专用于土木工程的分析软件.四川水利.2007
[23]李睿,董明.考虑P-Δ效应的高墩抗震计算.云南工业大学学报.1999
[24]张国军,高强混凝土框架柱抗震性能的试验研究:(博士后出站报告).上海:同济大学.2001
[25]姜维山,白国良.配复合箍,螺旋箍,x形筋钢筋硅短柱的抗震性能及抗震设计[J].建筑结构学报.1994
[26]于清,陶忠.高献.FRP约束混凝土柱抗震性能若干问题的探讨.地震工程与工程振动2006
[27]中华人民共和国建设部.GB/T 50080-2002.普通混凝土拌合物性能试验方法标准.2003
[28]中华人民共和国国家质量监督检验检疫总局.GB/T 228-2002.金属材料室温拉伸试验方法.2002
[29]阎石,张口果,王旭东.圆形截面高强混凝土柱抗震性能试验研究[J].沈阳建筑人学学报(自然科学版).2006
[30]阎石,肖潇,张口果等.高强钢筋约束棍凝土矩形柱的抗震性能试验研究[Jl.沈阳建筑大学学报(自然科学版).2006
[31]王清湘,赵国藩,林立岩.冷轧带肋箍筋柱轴压比及配箍率的试验研究[J].建筑结构.1999
[32]叶献国,王海波,孙利民等.钢筋棍凝土桥墩抗震耗能能力的试验研究.合肥工业人学学报(白然科学版).2005
[33] Kawashima K, Damage of bridges resulting from fault rupture in the 1999 Kocaeli and Duzce、Turkey earthquake and the 1999 Chi一Chi,Taiwan earthquake. Seismic Fault-induced Failures 2001
[34] Michell D,Bruneau M.Williams M. l. Performance of bridges inthe1994 Northridge earthquake Canadian Joumal of Civil Engineering.1995
[35] Sheikh SA,Toklucu MT. Reinforced concrete columns confined by circular spirals and hoops ACI Structural Journal.1993
[36] Yeh YK,MoYL,YangCY. Seismic performance of hollow circular bridge Piers. ACI Structural Joumal,2001
[37] YehYK,MoYL,YangCY. Seismic performance of rectangular hollow bridge columns.Journal of Structural Engineering.ASCE.2002
[38] Matamoros A B,Sozen M A.,Drift limits of high Strength concrete columns subjected to load reversals.Journal of Structural Engineering.ASCE.2003
[39] Esmaeily A,XiaoY. Behavior of reinforced concrete columns under variable axial loads. ACI Structural Journal.2004
[40] Kuramoto H,Kabeyasawa T,Shen F H. Deformation on ductility of high Strength reinforced concrete columns under varying triaxial forces UralJoumal.ACI Struetural Journal.1995
[41] Priestly MJN,Park R. Strength and ductility of concrete bridge columns under seismic loading.ACI Structural Journal.1987
[42] SezenH,ElwoodKJ,WhittkerAS,MosalamKM.Struetural engineering reconnaissance of the august17.1999.Kocaeli(Izmit).Turkey earthquake[R].PEER Report 2000.University Califomia.Belkelcy.2000
[43] KawashimaK,Unjoh S Impact of Hansh/ Awaji earthquake on seismic design and seismic Strengthening of highwaybridges[J].Journal of Struetural Engineering and Earthquake Engineering JSCE.1996
[44] Bayrak O, Sheikh SA.High-Strengh Conerete Columns under Simulated Earthquake Loading ACI Struetural Journal.1997
[45] KowalskyMJ,PriestleyMJN.Improved analytical model for shear strength of circular reinforced Conerete columns in seismic regions. ACI Struetural Joumal.2000
[46] American Association of State Highway and transportation officials. Standard Specifieations for Highway Bridges.15thedition.Washington.D.C..1992
[47] JaradatOA,McleanDl,MarshML.Performance of existing bridge columns under cyclic loading Partl:Experimenta lresults and observed behavior.ACI Struetura Journal.1998
[48] JaradatOA,MeleanDl,MarshML.Periformace of existing bridge column under cyclic loading Part2: analysis and comparisons with theory. ACI Struetura Journal.1999
[49] Lehman D E,Moehle J P,Seismic Performance of well-confined concrete bridge columns.PEER Report.1998/0l.University of Califomia.Berteley.2000
[50] Calderone A J,Lehman D E,Moehle J P, Behavior of reinforced concrete bridge columns having varing aspect ratios and varing lengths of confinement. PEER Report.2000/08.Unive- rsity of Califomia.Berteley.2001
[2]中国赴日地震考察团.日本阪神人地震考察北京.地震出版社.1995
[3]杨丹清,李福海.不同配钢率对SRC压弯柱承载力与延性影响.西南交通大学土木工程学院.四川成都610031
[4]范立础,卓卫东.桥梁延性抗震设计.人民交通出版社.2001
[5]秦泗凤.桥墩抗震性能评价的静力非线性分析方法研究大连理工大学. 2008
[6]中华人民共和国交通部.JTJ 004-89.公路工程抗震设计规范.1989
[7]范立础.桥梁抗震.同济大学出版社.1996
[8]王晓宇,耿继国,孙明国.不同轴压比对型钢混凝土压弯柱承载力的影响.四川建筑.2006
[9]刘庆华,阎贵平.低配筋混凝土桥墩抗震性能的实验研究.北方交通大学学报. 1996
[10]鞠彦忠,阎贵平.低配筋铁路桥墩抗震性能的试验研究.铁道学报. 2004
[11]王娴明.反复荷载作用下钢筋的本构关系.建筑结构学报.1992
[12]沈聚敏.钢筋混凝土构件的变形和延性.中国建筑工业出版社.1998
[13]孙卓,闫贵平.钢筋混凝土桥墩抗震性能的试验研究.中国安全科学学报.2003
[14]孙卓,李建中,闫贵平,范立础.钢筋混凝土单柱式桥墩抗震性能试验研究.同济大学学报(自然科学版) 2003
[15]王东升.钢筋混凝土圆形截面柱式桥墩抗震性能评价.世界地震工程.2001
[16]艾庆华,李宏男.基于位移设计的钢筋混凝土桥墩抗震性能试验研究.地震工程与工程振动. 2008
[17]司炳君,李宏男,王东升,王清湘.基于位移设计钢筋混凝土桥墩抗震性能试验研究(I).拟静力试验[J].地震工程与工程振动,2008.28(I).123.129
[18]重庆交通科研设计院. JTG/T B02-01-2008.公路桥梁抗震设计细则.北京.人民交通出版社.2008
[19]中华人民共和国建设部标准.建筑抗震试验方法规程(JGJ101一96)北京.中国建筑出版社.1997
[20]弓俊青,朱烯.以位移为基础的钢筋混凝土桥梁墩柱抗震设计.中国公路学报.2001
[21]何万钟,何秀杰.中国土木建筑百科辞典.中国建筑工业出版社.1999
[22]高剑飞.OpenSees:一个专用于土木工程的分析软件.四川水利.2007
[23]李睿,董明.考虑P-Δ效应的高墩抗震计算.云南工业大学学报.1999
[24]张国军,高强混凝土框架柱抗震性能的试验研究:(博士后出站报告).上海:同济大学.2001
[25]姜维山,白国良.配复合箍,螺旋箍,x形筋钢筋硅短柱的抗震性能及抗震设计[J].建筑结构学报.1994
[26]于清,陶忠.高献.FRP约束混凝土柱抗震性能若干问题的探讨.地震工程与工程振动2006
[27]中华人民共和国建设部.GB/T 50080-2002.普通混凝土拌合物性能试验方法标准.2003
[28]中华人民共和国国家质量监督检验检疫总局.GB/T 228-2002.金属材料室温拉伸试验方法.2002
[29]阎石,张口果,王旭东.圆形截面高强混凝土柱抗震性能试验研究[J].沈阳建筑人学学报(自然科学版).2006
[30]阎石,肖潇,张口果等.高强钢筋约束棍凝土矩形柱的抗震性能试验研究[Jl.沈阳建筑大学学报(自然科学版).2006
[31]王清湘,赵国藩,林立岩.冷轧带肋箍筋柱轴压比及配箍率的试验研究[J].建筑结构.1999
[32]叶献国,王海波,孙利民等.钢筋棍凝土桥墩抗震耗能能力的试验研究.合肥工业人学学报(白然科学版).2005
[33] Kawashima K, Damage of bridges resulting from fault rupture in the 1999 Kocaeli and Duzce、Turkey earthquake and the 1999 Chi一Chi,Taiwan earthquake. Seismic Fault-induced Failures 2001
[34] Michell D,Bruneau M.Williams M. l. Performance of bridges inthe1994 Northridge earthquake Canadian Joumal of Civil Engineering.1995
[35] Sheikh SA,Toklucu MT. Reinforced concrete columns confined by circular spirals and hoops ACI Structural Journal.1993
[36] Yeh YK,MoYL,YangCY. Seismic performance of hollow circular bridge Piers. ACI Structural Joumal,2001
[37] YehYK,MoYL,YangCY. Seismic performance of rectangular hollow bridge columns.Journal of Structural Engineering.ASCE.2002
[38] Matamoros A B,Sozen M A.,Drift limits of high Strength concrete columns subjected to load reversals.Journal of Structural Engineering.ASCE.2003
[39] Esmaeily A,XiaoY. Behavior of reinforced concrete columns under variable axial loads. ACI Structural Journal.2004
[40] Kuramoto H,Kabeyasawa T,Shen F H. Deformation on ductility of high Strength reinforced concrete columns under varying triaxial forces UralJoumal.ACI Struetural Journal.1995
[41] Priestly MJN,Park R. Strength and ductility of concrete bridge columns under seismic loading.ACI Structural Journal.1987
[42] SezenH,ElwoodKJ,WhittkerAS,MosalamKM.Struetural engineering reconnaissance of the august17.1999.Kocaeli(Izmit).Turkey earthquake[R].PEER Report 2000.University Califomia.Belkelcy.2000
[43] KawashimaK,Unjoh S Impact of Hansh/ Awaji earthquake on seismic design and seismic Strengthening of highwaybridges[J].Journal of Struetural Engineering and Earthquake Engineering JSCE.1996
[44] Bayrak O, Sheikh SA.High-Strengh Conerete Columns under Simulated Earthquake Loading ACI Struetural Journal.1997
[45] KowalskyMJ,PriestleyMJN.Improved analytical model for shear strength of circular reinforced Conerete columns in seismic regions. ACI Struetural Joumal.2000
[46] American Association of State Highway and transportation officials. Standard Specifieations for Highway Bridges.15thedition.Washington.D.C..1992
[47] JaradatOA,McleanDl,MarshML.Performance of existing bridge columns under cyclic loading Partl:Experimenta lresults and observed behavior.ACI Struetura Journal.1998
[48] JaradatOA,MeleanDl,MarshML.Periformace of existing bridge column under cyclic loading Part2: analysis and comparisons with theory. ACI Struetura Journal.1999
[49] Lehman D E,Moehle J P,Seismic Performance of well-confined concrete bridge columns.PEER Report.1998/0l.University of Califomia.Berteley.2000
[50] Calderone A J,Lehman D E,Moehle J P, Behavior of reinforced concrete bridge columns having varing aspect ratios and varing lengths of confinement. PEER Report.2000/08.Unive- rsity of Califomia.Berteley.2001