屈曲约束支撑研究进展综述
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摘要
本文旨在对屈曲约束支撑做一个综合性分析。文章从两方面展开对国内外近几年在屈曲约束支撑方面的研究成果的分析总结。一方面是此种支撑受力机理的研究,另一方面是新型支撑形式的介绍。同时对于此种支撑形式在一般通用软件的建模做了简要介绍,并对目前仍不能在国内广泛应用做了原因分析。
This article is aimed at make a comprehensive analysis on the buckling-restrained braced.The paper summarized the research of BRB in recent years both at home and abroad.The stress mechanism of such brace has been studied at first,and then some new forms of such braces are introduced.And modeling in different common software also been given.At last,analyzed reasons of not been able to used widely in our country.All of the work is hoping to make a full understanding of the new form of brace for the engineers.
This article is aimed at make a comprehensive analysis on the buckling-restrained braced.The paper summarized the research of BRB in recent years both at home and abroad.The stress mechanism of such brace has been studied at first,and then some new forms of such braces are introduced.And modeling in different common software also been given.At last,analyzed reasons of not been able to used widely in our country.All of the work is hoping to make a full understanding of the new form of brace for the engineers.
引文
[1]WAKABAYASHI M,NAKAMURA T,KASHIBARA A,etal.Experimental study of elasto-plastic properties of pre-cast concrete wall panels with built-in insulating braces[J].Summaries of Technical Papers of Annual Meeting,Architectural Institute of Japan,1973:104121044:12-20.
[2]CLARK P,AIKEN I,KASAI K,et al.Design proceduresfor buildings incorporating hysteretic damping devices[C]Proceedings,69th Annual Convention,SEAOC,Sac-ramento,CA:1999.
[3]Gary S Prinz,P E,M ASCE,et al.Seismic performanceof buckling-restrained braced frames with eccentric con-figurations[J].Journal of Structural Engineering.8,2011.10.1061(ASCE)ST.1943-541X.0000471:56-
[4]FRANCESCO GENNA,PIERO GELFI.Analysis of thelateral thrust in bolted steel buckling-restrained braces[J].Journal of Structural Engineering.2,2012.10.1061(ASCE)ST.1943-541X.0000564:113-125.
[5]李国强,胡宝琳.屈曲约束支撑滞回曲线模型和刚度方程的建立[J].地震工程与工程振动,2007,27(2):26-31.
[6]高向宇,张慧,杜海燕,等.防屈曲支撑恢复力的特点及计算模型研究[J].工程力学,2011,28(6):19-28.
[7]贾明明,吕大刚,张素梅,等.防屈曲支撑钢框架基于延性的抗震性能设计[J].工程力学,2010,27(增刊):201-206.
[8]高向宇,张腾龙,黄海涛,等.用防屈曲支撑改进钢框架-支撑结构抗震性能的设计方法[J].北京工业大学学报,2010,36(9):1206-1214.
[9]胡宝琳,姚文娟,李国强.罕遇地震荷载作用下屈曲约束支撑框架结构弹塑性位移的简化计算方法[J].振动与冲击,2011,30(2):144-148.
[10]罗开海.屈曲约束支撑体系设计方法[J].建筑结构,2011,41(11):98-102
[11]李国强,郭小康.基于极限承载力平面屈曲约束支撑钢框架整体可靠度设计[J].建筑结构,2011,41,(8):68-71.
[12]李国强,郭小康.基于可靠度理论的屈曲约束支撑节点连接设计原则[J].建筑结构2010,40(3);65-67.
[13]汪家铭,中岛正爱.屈曲约束支撑体系的应用与研究进展(Ⅱ)[J].建筑钢结构进展,2005,7(2):1-11.
[14]王秀丽,陈明.一种适用于杆系结构的屈曲约束支撑的有限元分析[J].兰州理工大学学报,2007,33(3):124-127.
[15]罗开海,孔祥雄,程绍革.一种新型屈曲约束支撑的研制与试验研究[J].建筑结构,2010,40(10):1-6.
[16]张纪刚,欧进萍.新型Pall-BRB摩擦阻尼支撑体系设计方法[J].大连理工大学学报,2011,51(4):587-592.
[17]李国强,胡宝琳,孙飞飞,等.国产TJI型屈曲约束支撑的研制与试验[J].同济大学学报,2011,39(5):631-636.
[18]李国强,宫海,张杨,等.TJ型屈曲约束支撑在加固工程中关键技术研究[J]建筑结构,2010,40:135-138.
[2]CLARK P,AIKEN I,KASAI K,et al.Design proceduresfor buildings incorporating hysteretic damping devices[C]Proceedings,69th Annual Convention,SEAOC,Sac-ramento,CA:1999.
[3]Gary S Prinz,P E,M ASCE,et al.Seismic performanceof buckling-restrained braced frames with eccentric con-figurations[J].Journal of Structural Engineering.8,2011.10.1061(ASCE)ST.1943-541X.0000471:56-
[4]FRANCESCO GENNA,PIERO GELFI.Analysis of thelateral thrust in bolted steel buckling-restrained braces[J].Journal of Structural Engineering.2,2012.10.1061(ASCE)ST.1943-541X.0000564:113-125.
[5]李国强,胡宝琳.屈曲约束支撑滞回曲线模型和刚度方程的建立[J].地震工程与工程振动,2007,27(2):26-31.
[6]高向宇,张慧,杜海燕,等.防屈曲支撑恢复力的特点及计算模型研究[J].工程力学,2011,28(6):19-28.
[7]贾明明,吕大刚,张素梅,等.防屈曲支撑钢框架基于延性的抗震性能设计[J].工程力学,2010,27(增刊):201-206.
[8]高向宇,张腾龙,黄海涛,等.用防屈曲支撑改进钢框架-支撑结构抗震性能的设计方法[J].北京工业大学学报,2010,36(9):1206-1214.
[9]胡宝琳,姚文娟,李国强.罕遇地震荷载作用下屈曲约束支撑框架结构弹塑性位移的简化计算方法[J].振动与冲击,2011,30(2):144-148.
[10]罗开海.屈曲约束支撑体系设计方法[J].建筑结构,2011,41(11):98-102
[11]李国强,郭小康.基于极限承载力平面屈曲约束支撑钢框架整体可靠度设计[J].建筑结构,2011,41,(8):68-71.
[12]李国强,郭小康.基于可靠度理论的屈曲约束支撑节点连接设计原则[J].建筑结构2010,40(3);65-67.
[13]汪家铭,中岛正爱.屈曲约束支撑体系的应用与研究进展(Ⅱ)[J].建筑钢结构进展,2005,7(2):1-11.
[14]王秀丽,陈明.一种适用于杆系结构的屈曲约束支撑的有限元分析[J].兰州理工大学学报,2007,33(3):124-127.
[15]罗开海,孔祥雄,程绍革.一种新型屈曲约束支撑的研制与试验研究[J].建筑结构,2010,40(10):1-6.
[16]张纪刚,欧进萍.新型Pall-BRB摩擦阻尼支撑体系设计方法[J].大连理工大学学报,2011,51(4):587-592.
[17]李国强,胡宝琳,孙飞飞,等.国产TJI型屈曲约束支撑的研制与试验[J].同济大学学报,2011,39(5):631-636.
[18]李国强,宫海,张杨,等.TJ型屈曲约束支撑在加固工程中关键技术研究[J]建筑结构,2010,40:135-138.
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