矩形空心钢筋混凝土桥墩抗震性能试验研究综述
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摘要
桥墩的抗震性能试验是桥梁抗震分析的基础性研究工作。考虑到空心截面的优越性和地震时地面运动的多维性,通过拟静力试验研究双向水平地震作用下矩形空心钢筋混凝土桥墩的抗震性能具有十分重要的意义。文章从单向水平地震作用下桥墩的抗震性能、双向水平地震作用下桥墩的抗震性能、单双向水平地震作用下桥墩抗震性能的比较这三个方面进行了综述。
The test on seismic performance of bridge piers is the basic research work of the bridge seismic analysis.Taking into account of the advantages of hollow sections,and the multi-dimensional nature of earthquake ground motion,through the quasi-static test,the research of rectangular hollow reinforced concrete bridge piers under biaxial loading is of great significance.From seismic performance of bridge piers under one-way loading,seismic performance of bridge piers under biaxial loading,and comparison of seismic performance of bridge piers under one-way loading and under biaxial loading,the paper makes a comprehensive analysis.
The test on seismic performance of bridge piers is the basic research work of the bridge seismic analysis.Taking into account of the advantages of hollow sections,and the multi-dimensional nature of earthquake ground motion,through the quasi-static test,the research of rectangular hollow reinforced concrete bridge piers under biaxial loading is of great significance.From seismic performance of bridge piers under one-way loading,seismic performance of bridge piers under biaxial loading,and comparison of seismic performance of bridge piers under one-way loading and under biaxial loading,the paper makes a comprehensive analysis.
引文
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[7]孙卓,闫贵平,钟铁毅.钢筋混凝土桥墩抗震性能的试验研究之二[J].中国安全科学学报,2003(3):46-49.
[8]Lau Kintak,Zhou Limin.The mechanical behaviour of composite-wrapped concrete cylinders subjected to uniaxial compression load[J].Composite Structures,2001,52(2):189-198.
[9]Skjrbk P S,Taskin B,Kirkegaard P H,et al.An experimental study of a midbroken 2-bay,6-storey reinforced concrete frame subject to earthquakes[J].Soil Dynamics and Earthquake Engineering,1997,16(6):373-384.
[10]Park Y J A,Ang H S,Wen Y K.Seismic damage analysisof reinforced concrete buildings[J].ASCE Journal of Structural Engineering,1985,111(4):740-750.
[11]Low S S,Moehle J P.Experimental Study of Reinforced Concrete Column Subjected to Multiaxial Loading[R].Report No.UCB/PEERC-87/14,California:University of California,Berkeley,1987.
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[13]杜宏彪,沈聚敏.在任意加载路线下双轴弯曲钢筋混凝土柱的非线性分析[J].地震工程与工程振动,1990,10(3):41-55.
[14]邱法维,李文峰,潘鹏,等.钢筋混凝土柱的双向拟静力实验研究[J].建筑结构学报,2001,22(5):26-31.
[2]范立础.桥梁抗震[M].上海:同济大学出版社,1997.
[3]韩大建,马文田.我国现代悬索桥的特色创新与展望[J].华南理工大学学报,1999,7(11):57-67.
[4]中国公路网[EB/OL].[2008-06-20].Http://www.chinahighway.com/news/2008/260802.php.
[5]邱法维,李文峰,潘鹏,等.钢筋混凝土柱的双向拟静力实验研究[J].建筑结构学报,2001,22(5):26-31.
[6]孙卓,闫贵平,钟铁毅.钢筋混凝土桥墩抗震性能的试验研究之一[J].中国安全科学学报,2003(1):59-62.
[7]孙卓,闫贵平,钟铁毅.钢筋混凝土桥墩抗震性能的试验研究之二[J].中国安全科学学报,2003(3):46-49.
[8]Lau Kintak,Zhou Limin.The mechanical behaviour of composite-wrapped concrete cylinders subjected to uniaxial compression load[J].Composite Structures,2001,52(2):189-198.
[9]Skjrbk P S,Taskin B,Kirkegaard P H,et al.An experimental study of a midbroken 2-bay,6-storey reinforced concrete frame subject to earthquakes[J].Soil Dynamics and Earthquake Engineering,1997,16(6):373-384.
[10]Park Y J A,Ang H S,Wen Y K.Seismic damage analysisof reinforced concrete buildings[J].ASCE Journal of Structural Engineering,1985,111(4):740-750.
[11]Low S S,Moehle J P.Experimental Study of Reinforced Concrete Column Subjected to Multiaxial Loading[R].Report No.UCB/PEERC-87/14,California:University of California,Berkeley,1987.
[12]杜宏彪.双向压弯钢筋混凝土柱的抗震性能[J].哈尔滨建筑大学学报,1999,32(4):47-52.
[13]杜宏彪,沈聚敏.在任意加载路线下双轴弯曲钢筋混凝土柱的非线性分析[J].地震工程与工程振动,1990,10(3):41-55.
[14]邱法维,李文峰,潘鹏,等.钢筋混凝土柱的双向拟静力实验研究[J].建筑结构学报,2001,22(5):26-31.
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