方钢管混凝土研究现状
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摘要
综合国内外方钢管混凝土试验与理论研究的资料,分析了目前世界上方钢管混凝土研究的先进成果,提出了方钢管混凝土的研究方向:方钢管混凝土框架的地震模拟、框架梁柱节点域的试验研究以及复杂应力下混凝土的本构模型研究.
Great success has been achieved in the concretefilled rectangular tubes on the basis of experimental and theoretical researches.It is urged to carry out experimental studies on seismic simulation with concrete-filled rectangular tubular frames,node regions and constitutive relation of concrete with complex stress.
Great success has been achieved in the concretefilled rectangular tubes on the basis of experimental and theoretical researches.It is urged to carry out experimental studies on seismic simulation with concrete-filled rectangular tubular frames,node regions and constitutive relation of concrete with complex stress.
引文
[1]LALLY.Handbook of Lally Column Construction[M].New York:Lally Column Conpanies,1926:85.
[2]中国工程建设标准化协会.CECS159,矩形钢管混凝土结构技术工程[S].北京:中国计划出版社,2004.
[3]WAKABAYASHI M.Review of Research on Concrete Filled SteelTubular Structure in Japan[C].Proceedings of the InternationalSpecialty Conference on Concrete Filled Steel Tubular Structure,1988:5-11.
[4]SAKINO K,TOMII M.Hysteretic Behavior of Concrete FilledSquare Steel Tubular Beam-columns Failed in Flexure[J].Trans-action of the Japan Concrete Institute,1981,(3):439-446.
[5]闫维波,钢管高强混凝土压弯构件滞回性能的理论计算与实验研究[D].哈尔滨:哈尔滨建筑大学,1999.
[6]韩林海,陶忠,闫维波.圆形截面钢管混凝土弯矩-曲率滞回性能[J].地震工程与工程振动,2000,20(3):31-36.
[7]韩林海,陶忠.方钢管混凝土柱的延性系数[J].地震工程与工程振动,2000,20(4):56-65.
[8]陶忠,韩林海.方钢管混凝土压弯构件滞回性能的试验研究[J].地震工程与工程振动,2001,21(1):74-78.
[9]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.
[10]许成祥.钢管混凝土框架结构抗震性能的试验与理论研究[D].天津:天津大学,2003.
[2]中国工程建设标准化协会.CECS159,矩形钢管混凝土结构技术工程[S].北京:中国计划出版社,2004.
[3]WAKABAYASHI M.Review of Research on Concrete Filled SteelTubular Structure in Japan[C].Proceedings of the InternationalSpecialty Conference on Concrete Filled Steel Tubular Structure,1988:5-11.
[4]SAKINO K,TOMII M.Hysteretic Behavior of Concrete FilledSquare Steel Tubular Beam-columns Failed in Flexure[J].Trans-action of the Japan Concrete Institute,1981,(3):439-446.
[5]闫维波,钢管高强混凝土压弯构件滞回性能的理论计算与实验研究[D].哈尔滨:哈尔滨建筑大学,1999.
[6]韩林海,陶忠,闫维波.圆形截面钢管混凝土弯矩-曲率滞回性能[J].地震工程与工程振动,2000,20(3):31-36.
[7]韩林海,陶忠.方钢管混凝土柱的延性系数[J].地震工程与工程振动,2000,20(4):56-65.
[8]陶忠,韩林海.方钢管混凝土压弯构件滞回性能的试验研究[J].地震工程与工程振动,2001,21(1):74-78.
[9]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.
[10]许成祥.钢管混凝土框架结构抗震性能的试验与理论研究[D].天津:天津大学,2003.
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