钢骨-方钢管高强混凝土柱的轴压比限值
|
摘要
以轴压比为主要参数,对14根反复荷载作用下的钢骨-方钢管高强混凝土柱进行研究.结果表明,钢骨的加入使方钢管高强混凝土柱的位移延性系数显著提高,但轴压比仍是影响其组合柱延性的主要因素;组合柱的位移延性系数μΔ介于2.54～3.84.这表明当内填混凝土强度很高时,为满足抗震设计的要求,有必要对其轴压比的限值作出规定.通过试验轴压比与设计轴压比的换算,提出在满足组合柱有限延性基础上(μΔ≥3)轴压比的限值.
Fourteen square steel tube specimens filled with steel-reinforced high-strength concrete were tested under combined high axial load and cyclic lateral force.Axial compression ratio was the main test parameter.Test results show that the inserted steel section in square steel tubes filled with high-strength concrete can significantly improve the ductility of the composite columns,but axial compression ratio is still the most important factor that affects the ductility of the composite columns;Displacement ductility coefficients(μΔ) of the composite columns in the test are concentrated between 2.54 and 3.84.This means that when the strength of the in-filled concrete is high,it is necessary to limit the axial load ratio to satisfy the ductility demand for seismic design of the composite columns.Finally,the limit value of the axial compression ratio is proposed on the basis of satisfying finite ductility of the composite columns(μΔ≥3)through the conversion formula between test axial compression ratio and design axial compression ratio.
Fourteen square steel tube specimens filled with steel-reinforced high-strength concrete were tested under combined high axial load and cyclic lateral force.Axial compression ratio was the main test parameter.Test results show that the inserted steel section in square steel tubes filled with high-strength concrete can significantly improve the ductility of the composite columns,but axial compression ratio is still the most important factor that affects the ductility of the composite columns;Displacement ductility coefficients(μΔ) of the composite columns in the test are concentrated between 2.54 and 3.84.This means that when the strength of the in-filled concrete is high,it is necessary to limit the axial load ratio to satisfy the ductility demand for seismic design of the composite columns.Finally,the limit value of the axial compression ratio is proposed on the basis of satisfying finite ductility of the composite columns(μΔ≥3)through the conversion formula between test axial compression ratio and design axial compression ratio.
引文
[1]叶列平,方鄂华,周正海,等.钢骨混凝土柱的轴压力限值[J].建筑结构学报,1997,18(5):43-50.
[2]吕西林,陆伟东.反复荷载作用下方钢管混凝土柱的抗震性能试验研究[J].建筑结构学报,2000,21(2):2-11.
[3]蔡绍怀.现代钢管混凝土结构[M].北京:人民交通出版社,2003.
[4]王清湘,赵大洲,关萍.钢骨-钢管高强混凝土轴压组合柱受力性能的试验研究[J].建筑结构学报,2003,4(6):44-49.
[5]王清湘,朱美春,冯秀峰.型钢-方钢管自密实高强混凝土轴压短柱力学性能的试验研究[J].建筑结构学报,2005,26(4):27-31.
[6]关萍,王清湘,赵大洲.钢骨-钢管混凝土组合柱延性的试验研究[J].地震工程与工程振动,2003,23(1):84-89.
[7]朱美春,王清湘,刘士润,等.钢骨-方钢管自密实高强混凝土轴压长柱试验研究[J].大连理工大学学报,2006,46(6):875-879.
[8]朱美春,潘进芬,王清湘.钢骨-方钢管混凝土轴压柱稳定承载力分析[J].深圳大学学报理工版,2007,24(2):172-176.
[9]贾金青,徐世烺.钢骨高强混凝土短柱轴压力系数限值的试验研究[J].建筑结构学报,2003,24(1):14-19.
[10]韩林海.钢管混凝土结构-理论与实践(第二版)[M].北京:科学出版社,2007.
[11]钟善桐.高层建筑中钢管混凝土柱的轴压比[J].哈尔滨建筑大学学报,1996,29(3):18-21.
[12]钟善桐.钢管混凝土结构(第3版)[M].北京:清华大学出版社,2003.
[13]王清湘,赵国藩,林立岩.高强混凝土柱延性的试验研究[J].建筑结构学报,1995,16(4):22-31.
[14]Ge H,Usami T.钢管混凝土柱循环测试[J].结构工程杂志,ASCE,1996,122(10):1169-1177.
[15]框架柱专题组.高强混凝土框架柱抗震性能的试验研究[C]//中国建筑科学研究院.混凝土结构研究报告选集3.北京:中国建筑工业出版社,1994:440-451.
[1]YE Lie-ping,FANG E-hua,ZHOU Zheng-hai,et al.Axial load limit for steel reinforced concrete columns[J].Journal of Building Structures,1997,18(5):43-50.(in Chinese)
[2]LU Xi-lin,LU Wei-dong.Seismic behavior of concrete-filled rectangular steel tubular columns under cyclic loading[J].Journal of Building Structures,2000,21(2):2-11.(in Chinese)
[3]CAI Shao-huai.Modern Steel Tube Confined ConcreteStructures[M].Beijing:China Communications Press,2003.(in Chinese)
[4]WANG Qing-xiang,ZHAO Da-zhou,GUAN Ping.Studyon the mechanical properties of axially loaded steel tubularcolumns filled with steel-reinforced high-strength concrete[J].Journal of Building Structures,2003,24(6):44-49.(in Chinese)
[5]WANG Qing-xiang,ZHUMei-chun,FENG Xiu-feng.Ex-perimental study on axially-loaded square steel tubes filledwith steel-reinforced self-compacting high-strength concrete[J].Journal of Building Structures,2005,26(4):27-31.(in Chinese)
[6]GUAN Ping,WANG Qing-xiang,ZHAO Da-zhou.Experi-mental study on ductility of circular steel tubular columnsfilled with steel-reinforced concrete[J].Earthquake Engi-neering and Engineering Vibration,2003,23(1):84-89.(in Chinese)
[7]ZHU Mei-chun,WANG Qing-xiang,LIU Shi-run,et al.Experimental study on centrally loaded square steel tubularslender columns filled with steel-reinforced self-consolidatinghigh-strength concrete[J].Journal of Dalian University ofTechnology,2006,46(6):875-879.(in Chinese)
[8]ZHU Mei-chun,PAN Jin-fen,WANG Qing-xiang.Stabilityanalysis of square steel tube columns filled with steel-rein-forced concrete under axial load[J].Journal of ShenzhenUniversity Science and Engineering,2007,24(2):172-176.(in Chinese)
[9]JIA Jin-qing,XU Shi-lang.The limited values of axialcompression ratio of steel reinforced high-strength concreteshort columns[J].Journal of Building Structures,2003,24(1):14-19.(in Chinese)
[10]HAN Lin-hai.Concrete Filled Steel Tubular Structuresfrom Theory to Practice[M].Beijing:China SciencePress,2007.(in Chinese)
[11]ZHONG Shan-tong.Axial compression ratio of concretefilled steel tube columns in high-rising building[J].Journal of Harbin University of Civil Engineering and Ar-chitecture,1996,29(3):18-21.(in Chinese)
[12]ZHONG Shan-tong.The Concrete-Filled Steel TubularStructures[M].Beijing:Tsinghua University Press,2003.(in Chinese)
[13]WANG Qing-xiang,ZHAO Guo-fan,LIN Li-yan.Studyon ductility of reinforced high strength concrete columns[J].Journal of Building Structures,1995,26(4):27-31.(in Chinese)
[14]Ge H,Usami T.Cyclic tests of concrete-filled steel boxcolumns[J].Journal of Structural Engineering,1996,122(10):1169-1177.
[15]Frame Column Theme Group.Experimental research onseismic behavior of high-strength concrete frame columns[C]//China Academy of Building Research.Selections3 of Concrete Structure Research Report.Beijing:ChinaArchitecture&Building Press,1994:440-451.(in Chi-nese)
[2]吕西林,陆伟东.反复荷载作用下方钢管混凝土柱的抗震性能试验研究[J].建筑结构学报,2000,21(2):2-11.
[3]蔡绍怀.现代钢管混凝土结构[M].北京:人民交通出版社,2003.
[4]王清湘,赵大洲,关萍.钢骨-钢管高强混凝土轴压组合柱受力性能的试验研究[J].建筑结构学报,2003,4(6):44-49.
[5]王清湘,朱美春,冯秀峰.型钢-方钢管自密实高强混凝土轴压短柱力学性能的试验研究[J].建筑结构学报,2005,26(4):27-31.
[6]关萍,王清湘,赵大洲.钢骨-钢管混凝土组合柱延性的试验研究[J].地震工程与工程振动,2003,23(1):84-89.
[7]朱美春,王清湘,刘士润,等.钢骨-方钢管自密实高强混凝土轴压长柱试验研究[J].大连理工大学学报,2006,46(6):875-879.
[8]朱美春,潘进芬,王清湘.钢骨-方钢管混凝土轴压柱稳定承载力分析[J].深圳大学学报理工版,2007,24(2):172-176.
[9]贾金青,徐世烺.钢骨高强混凝土短柱轴压力系数限值的试验研究[J].建筑结构学报,2003,24(1):14-19.
[10]韩林海.钢管混凝土结构-理论与实践(第二版)[M].北京:科学出版社,2007.
[11]钟善桐.高层建筑中钢管混凝土柱的轴压比[J].哈尔滨建筑大学学报,1996,29(3):18-21.
[12]钟善桐.钢管混凝土结构(第3版)[M].北京:清华大学出版社,2003.
[13]王清湘,赵国藩,林立岩.高强混凝土柱延性的试验研究[J].建筑结构学报,1995,16(4):22-31.
[14]Ge H,Usami T.钢管混凝土柱循环测试[J].结构工程杂志,ASCE,1996,122(10):1169-1177.
[15]框架柱专题组.高强混凝土框架柱抗震性能的试验研究[C]//中国建筑科学研究院.混凝土结构研究报告选集3.北京:中国建筑工业出版社,1994:440-451.
[1]YE Lie-ping,FANG E-hua,ZHOU Zheng-hai,et al.Axial load limit for steel reinforced concrete columns[J].Journal of Building Structures,1997,18(5):43-50.(in Chinese)
[2]LU Xi-lin,LU Wei-dong.Seismic behavior of concrete-filled rectangular steel tubular columns under cyclic loading[J].Journal of Building Structures,2000,21(2):2-11.(in Chinese)
[3]CAI Shao-huai.Modern Steel Tube Confined ConcreteStructures[M].Beijing:China Communications Press,2003.(in Chinese)
[4]WANG Qing-xiang,ZHAO Da-zhou,GUAN Ping.Studyon the mechanical properties of axially loaded steel tubularcolumns filled with steel-reinforced high-strength concrete[J].Journal of Building Structures,2003,24(6):44-49.(in Chinese)
[5]WANG Qing-xiang,ZHUMei-chun,FENG Xiu-feng.Ex-perimental study on axially-loaded square steel tubes filledwith steel-reinforced self-compacting high-strength concrete[J].Journal of Building Structures,2005,26(4):27-31.(in Chinese)
[6]GUAN Ping,WANG Qing-xiang,ZHAO Da-zhou.Experi-mental study on ductility of circular steel tubular columnsfilled with steel-reinforced concrete[J].Earthquake Engi-neering and Engineering Vibration,2003,23(1):84-89.(in Chinese)
[7]ZHU Mei-chun,WANG Qing-xiang,LIU Shi-run,et al.Experimental study on centrally loaded square steel tubularslender columns filled with steel-reinforced self-consolidatinghigh-strength concrete[J].Journal of Dalian University ofTechnology,2006,46(6):875-879.(in Chinese)
[8]ZHU Mei-chun,PAN Jin-fen,WANG Qing-xiang.Stabilityanalysis of square steel tube columns filled with steel-rein-forced concrete under axial load[J].Journal of ShenzhenUniversity Science and Engineering,2007,24(2):172-176.(in Chinese)
[9]JIA Jin-qing,XU Shi-lang.The limited values of axialcompression ratio of steel reinforced high-strength concreteshort columns[J].Journal of Building Structures,2003,24(1):14-19.(in Chinese)
[10]HAN Lin-hai.Concrete Filled Steel Tubular Structuresfrom Theory to Practice[M].Beijing:China SciencePress,2007.(in Chinese)
[11]ZHONG Shan-tong.Axial compression ratio of concretefilled steel tube columns in high-rising building[J].Journal of Harbin University of Civil Engineering and Ar-chitecture,1996,29(3):18-21.(in Chinese)
[12]ZHONG Shan-tong.The Concrete-Filled Steel TubularStructures[M].Beijing:Tsinghua University Press,2003.(in Chinese)
[13]WANG Qing-xiang,ZHAO Guo-fan,LIN Li-yan.Studyon ductility of reinforced high strength concrete columns[J].Journal of Building Structures,1995,26(4):27-31.(in Chinese)
[14]Ge H,Usami T.Cyclic tests of concrete-filled steel boxcolumns[J].Journal of Structural Engineering,1996,122(10):1169-1177.
[15]Frame Column Theme Group.Experimental research onseismic behavior of high-strength concrete frame columns[C]//China Academy of Building Research.Selections3 of Concrete Structure Research Report.Beijing:ChinaArchitecture&Building Press,1994:440-451.(in Chi-nese)
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心