剪力墙结构小跨高比连梁研究述评
|
摘要
分类整理了剪力墙结构小跨高比连梁研究的国内外最新文献,从连梁的材料构成、配筋构造形式、试验研究现状、分析计算模型、施工难度及在实际工程中的应用情况等方面进行了比较分析,提出需要进一步研究的问题。
Newly documents from China and abroad on coupling beams with small span-to-depth ratios in shear walls were classified out into categories.Comparisons and analyses were made on coupling beams by constitutive materials,steel shapes inside,actuality of experimental researches,analysis models,construction difficulties and applications in practical engineering,and so on.Problems remaining unresolved are pointed out.
Newly documents from China and abroad on coupling beams with small span-to-depth ratios in shear walls were classified out into categories.Comparisons and analyses were made on coupling beams by constitutive materials,steel shapes inside,actuality of experimental researches,analysis models,construction difficulties and applications in practical engineering,and so on.Problems remaining unresolved are pointed out.
引文
[1]Park R,Paulay T.Reinforced concrete structures[M].NewYork:John Wiley&Sons,Inc.,1975:645-655.
[2]GB 50010-2002混凝土结构设计规范[S].
[3]JGJ 3-2002高层建筑混凝土结构技术规程[S].
[4]ACI 318-2008 Building Code Requirements for StructuralConcrete[S].
[5]Eurocode 2 Design of concrete structures[S].
[6]Eurocode 8 Design of structures for earthquake resistance[S].
[7]CSA A23.3-04 Design of concrete structures[S].
[8]AS 3600-2001 Concrete structures[S].
[9]龚炳年,方鄂华.反复荷载下联肢剪力墙结构连系梁的性能[J].建筑结构学报,1988,(1):34-41.
[10]张彬彬.高层建筑剪力墙连系梁抗震性能的试验研究[D].重庆:重庆大学,2001.
[11]牛绍仁,魏嘉渝,容柏生.钢筋砼连系梁静力受剪承载力[J].重庆建筑工程学院学报,1994,16(4):1-10.
[12]吴波,刘志强,林少书等.香港现役钢筋混凝土连梁的抗震性能试验研究[J].世界地震工程,2002,18(2):9-16.
[13]ZHAO Z Z,Kwan A K H,HE X G.Nonlinear finite elementanalysis of deep reinforced concrete coupling beams[J].Engineering Structures,2004,26:13-25.
[14]梁启智,韩小雷.低周反复荷载作用下刚性连梁及普通连梁性能[J].华南理工大学学报(自然科学版),1995,23(1):27-33.
[15]孙占国,林宗凡,戴瑞同.菱形配筋剪力墙连梁的受力性能[J].建筑结构学报,1994.15(5):14-23.
[16]曹云锋.抗震剪力墙小跨高比洞口连梁有效配筋方式的试验研究[D].重庆:重庆大学,2003.
[17]曹云锋,张彬彬,赵杰林等.改善洞口连梁抗震性能的一种有效配筋方案[J].重庆建筑大学学报,2003,25(5):24-30.
[18]赵杰林.抗震剪力墙小跨高比洞口连梁有效配筋方式及分析模型研究[D].重庆:重庆大学,2003.
[19]傅剑平,赵杰林,曹云锋等.采用新配筋方案小跨高比抗震连梁的试验研究[J].重庆建筑大学学报,2004,26(1):50-54.
[20]徐锐昌.小跨高比洞口连梁有效配筋方式的试验研究[D].重庆:重庆大学,2004.
[21]皮天祥,刘光伟,傅剑平等.新配筋方案带板连梁抗震性能对比试验[J].重庆大学学报(自然科学版),2007,30(8):107-113.
[22]曹征良,丁大钧,程文瀼.剪力墙结构自控连梁的试验研究[J].东南大学学报(自然科学版),1991,21(4):45-52.
[23]程文瀼,曹征良,牛润生等.钢筋砼抗震连系梁的试验研究[J].建筑结构学报,1993.14(1):17-25.
[24]刘清山.抗震剪力墙小跨高比连梁的理论分析及试验研究[D].西安:西安建筑科技大学,2006.
[25]张宏战.钢纤维高强混凝土构件受剪性能试验研究[D].大连:大连理工大学,2005.
[26]张宏战,张瑞瑾,黄承逵.钢纤维高强混凝土连梁抗剪试验研究[J].土木工程学报,2007,40(11):15-22.
[27]韩小雷,梁启智.带刚性连梁的双肢剪力墙及其结构控制性能的研究(英)[J].华南理工大学学报(自然科学版),1999.9(9):89-94.
[28]Cheng P C.Shear capacity of steel-plate reinforced concretecoupling beams[D].Hong Kong:The Hong Kong University ofScience and Technology,2004.
[29]张刚.钢板混凝土连梁抗震性能的试验研究[D].北京:清华大学,2005.
[30]Patrick J F,Bahram M S,Gian A R.The next generation ofcoupling beams[J].Composite Construction in Steel andConcreteⅤ,ASCE 2006:619-630.
[31]Lam W Y,Su R K L,Pam H J.Experimental study onembedded steel plate composite coupling beams[J].J.Struct.Engrg,2005,131(8):1294-1302.
[32]王祖华,桑文胜.劲性钢筋混凝土连梁的性能与计算方法[J].华南理工大学学报(自然科学版),1995,23(1):34-43.
[33]Patrick J F,Bahram M S,Gian A R.Large-scale testing of areplaceable fuse steel coupling beam[J].J.Struct.Engrg,2007,133(12):1801-1807.
[34]Kent A H,Denis M,William D C,et al.Seismic response ofsteel beams coupling concrete walls[J].J.Struct.Engrg,1993,119(12):3611-3629.
[35]邓志恒,潘峰,陶晓光等.新型组合连梁控制结构体系[J].世界地震工程,2003,19(3):6-11.
[36]潘峰.新型钢连梁控制结构抗震性能研究[D].桂林:广西大学,2004.
[37]刘岩,邓志恒,谭宇胜.几种连梁结构体系的比较研究[J].混凝土与水泥制品,2007,(1):57-60.
[38]刘岩,邓志恒.新型组合钢连梁抗震性能研究[J].茂名学院学报,2007,17(1):83-86.
[39]SHEN Q,Yahya C K.Nonlinear behavior of posttensionedhybrid coupled wall subassemblages[J].J.Struct.Engrg.,2002,128(10):1290-1300.
[40]Yahya C K,SHEN Q.Posttensioned hybrid coupled walls underlateral loads[J].J.Struct.Engrg.,2004,130(2):297-309.
[41]Yahya C K,Brad D W,SHEN Q.Experimental evaluation ofposttensioned hybrid coupled wall subassemblages[J].J.Struct.Engrg.,2006,132(7):1017-1029.
[42]Brad D W,Yahya C K.Coupling of concrete walls using post-tensioned precast concrete beams[J].Structures,ASCE2005.
[2]GB 50010-2002混凝土结构设计规范[S].
[3]JGJ 3-2002高层建筑混凝土结构技术规程[S].
[4]ACI 318-2008 Building Code Requirements for StructuralConcrete[S].
[5]Eurocode 2 Design of concrete structures[S].
[6]Eurocode 8 Design of structures for earthquake resistance[S].
[7]CSA A23.3-04 Design of concrete structures[S].
[8]AS 3600-2001 Concrete structures[S].
[9]龚炳年,方鄂华.反复荷载下联肢剪力墙结构连系梁的性能[J].建筑结构学报,1988,(1):34-41.
[10]张彬彬.高层建筑剪力墙连系梁抗震性能的试验研究[D].重庆:重庆大学,2001.
[11]牛绍仁,魏嘉渝,容柏生.钢筋砼连系梁静力受剪承载力[J].重庆建筑工程学院学报,1994,16(4):1-10.
[12]吴波,刘志强,林少书等.香港现役钢筋混凝土连梁的抗震性能试验研究[J].世界地震工程,2002,18(2):9-16.
[13]ZHAO Z Z,Kwan A K H,HE X G.Nonlinear finite elementanalysis of deep reinforced concrete coupling beams[J].Engineering Structures,2004,26:13-25.
[14]梁启智,韩小雷.低周反复荷载作用下刚性连梁及普通连梁性能[J].华南理工大学学报(自然科学版),1995,23(1):27-33.
[15]孙占国,林宗凡,戴瑞同.菱形配筋剪力墙连梁的受力性能[J].建筑结构学报,1994.15(5):14-23.
[16]曹云锋.抗震剪力墙小跨高比洞口连梁有效配筋方式的试验研究[D].重庆:重庆大学,2003.
[17]曹云锋,张彬彬,赵杰林等.改善洞口连梁抗震性能的一种有效配筋方案[J].重庆建筑大学学报,2003,25(5):24-30.
[18]赵杰林.抗震剪力墙小跨高比洞口连梁有效配筋方式及分析模型研究[D].重庆:重庆大学,2003.
[19]傅剑平,赵杰林,曹云锋等.采用新配筋方案小跨高比抗震连梁的试验研究[J].重庆建筑大学学报,2004,26(1):50-54.
[20]徐锐昌.小跨高比洞口连梁有效配筋方式的试验研究[D].重庆:重庆大学,2004.
[21]皮天祥,刘光伟,傅剑平等.新配筋方案带板连梁抗震性能对比试验[J].重庆大学学报(自然科学版),2007,30(8):107-113.
[22]曹征良,丁大钧,程文瀼.剪力墙结构自控连梁的试验研究[J].东南大学学报(自然科学版),1991,21(4):45-52.
[23]程文瀼,曹征良,牛润生等.钢筋砼抗震连系梁的试验研究[J].建筑结构学报,1993.14(1):17-25.
[24]刘清山.抗震剪力墙小跨高比连梁的理论分析及试验研究[D].西安:西安建筑科技大学,2006.
[25]张宏战.钢纤维高强混凝土构件受剪性能试验研究[D].大连:大连理工大学,2005.
[26]张宏战,张瑞瑾,黄承逵.钢纤维高强混凝土连梁抗剪试验研究[J].土木工程学报,2007,40(11):15-22.
[27]韩小雷,梁启智.带刚性连梁的双肢剪力墙及其结构控制性能的研究(英)[J].华南理工大学学报(自然科学版),1999.9(9):89-94.
[28]Cheng P C.Shear capacity of steel-plate reinforced concretecoupling beams[D].Hong Kong:The Hong Kong University ofScience and Technology,2004.
[29]张刚.钢板混凝土连梁抗震性能的试验研究[D].北京:清华大学,2005.
[30]Patrick J F,Bahram M S,Gian A R.The next generation ofcoupling beams[J].Composite Construction in Steel andConcreteⅤ,ASCE 2006:619-630.
[31]Lam W Y,Su R K L,Pam H J.Experimental study onembedded steel plate composite coupling beams[J].J.Struct.Engrg,2005,131(8):1294-1302.
[32]王祖华,桑文胜.劲性钢筋混凝土连梁的性能与计算方法[J].华南理工大学学报(自然科学版),1995,23(1):34-43.
[33]Patrick J F,Bahram M S,Gian A R.Large-scale testing of areplaceable fuse steel coupling beam[J].J.Struct.Engrg,2007,133(12):1801-1807.
[34]Kent A H,Denis M,William D C,et al.Seismic response ofsteel beams coupling concrete walls[J].J.Struct.Engrg,1993,119(12):3611-3629.
[35]邓志恒,潘峰,陶晓光等.新型组合连梁控制结构体系[J].世界地震工程,2003,19(3):6-11.
[36]潘峰.新型钢连梁控制结构抗震性能研究[D].桂林:广西大学,2004.
[37]刘岩,邓志恒,谭宇胜.几种连梁结构体系的比较研究[J].混凝土与水泥制品,2007,(1):57-60.
[38]刘岩,邓志恒.新型组合钢连梁抗震性能研究[J].茂名学院学报,2007,17(1):83-86.
[39]SHEN Q,Yahya C K.Nonlinear behavior of posttensionedhybrid coupled wall subassemblages[J].J.Struct.Engrg.,2002,128(10):1290-1300.
[40]Yahya C K,SHEN Q.Posttensioned hybrid coupled walls underlateral loads[J].J.Struct.Engrg.,2004,130(2):297-309.
[41]Yahya C K,Brad D W,SHEN Q.Experimental evaluation ofposttensioned hybrid coupled wall subassemblages[J].J.Struct.Engrg.,2006,132(7):1017-1029.
[42]Brad D W,Yahya C K.Coupling of concrete walls using post-tensioned precast concrete beams[J].Structures,ASCE2005.
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