巨型框架—耗能支撑结构新体系
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摘要
介绍了现有的巨型结构体系的类型,在吸取巨型框架结构体系和巨型桁架结构体系优点的基础上提出了巨型框架—支撑结构体系.为了提高巨型框架—支撑结构体系的抗震性能,结合当今耗能减震技术的发展而提出巨型框架—耗能支撑结构新体系,并指出该体系在设计和应用中应深入研究的若干问题.
Types of the commonly used mega structure system are introduced,by taking advantage of both the mega frame structure and mega truss structure,the mega braced frame structure system is proposed.In order to improve the seismic performance of the mega braced frame,based on the recent advancement in energy dissipation technology,a new structure system,mega braced frame with energy dissipators is proposed,and finally,issues that need further study in design and application are pointed out.
Types of the commonly used mega structure system are introduced,by taking advantage of both the mega frame structure and mega truss structure,the mega braced frame structure system is proposed.In order to improve the seismic performance of the mega braced frame,based on the recent advancement in energy dissipation technology,a new structure system,mega braced frame with energy dissipators is proposed,and finally,issues that need further study in design and application are pointed out.
引文
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[5]陆赐麟.对高层建筑钢结构国产化道路的研讨[J].钢结构,1987,2(2):18-20.LU Ci-lin.Discussion on the location of high rise steel structure[J].Steel Structure,1987,2(2):18-20.
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[7]北村春辛,寺本隆辛.日本长期信用银行本部大楼———体现T型形体的巨型框架结构设计[C]∥97上海高层建筑钢结构技术交流会论文集.上海,1997:90-102.KITAMURA H,TERAMOTO T.Japan Long Term Credit Bank building:a design that manifesting T shape mega framestructure[C]∥97’Shanghai technical meeting on high-rise steel structures.Shanghai,1997:90-102.
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[9]刘大海,杨翠如.高层建筑结构方案优选[M].北京:中国建筑工业出版社,1996:294-299.LIU Da-hai,YANG Cui-ru.Optimal structure of high rise building[M].Beijing:China Building Industry Press,1996:294-299.
[10]戴忠,陈绍虎.东云—建台高雄85层巨框构架系统[C]∥两岸高层建筑之规范、设计与施工研讨会.台北,1998:231-242.DAI Zhong,CHEN Shao-hu.Dongyun-Jiantai will build a 85 stories mega frame in Gaoxiong[C]∥Conference on code,de-sign and construction of high-rise buildings over the Taiwan Strait,Taibei,1998:231-242.
[11]张文元,张耀春,吴一红,等.长春光大银行主体钢结构在罕遇地震作用下的时程反应分析[J].世界地震工程,2003,19(3).ZHANG Wen-yuan,ZHANG Yao-chun,WUYi-hong,et al.Inelastic response history analysis of Chuanchun branch businessbuilding of China Everbright Bank under strong earthquake[J].World Information on Earthquake Engineering,2003,19(3).
[12]袁振君,张文元,张耀春.巨型桁架筒体结构性能有限元分析[J].哈尔滨建筑大学学报.2000,33(5):30-36.YUAN Zhen-jun,ZHANG Wen-yuan,ZAHNG Yao-chun.Finite element analysis of super truss tubed structure[J].Journalof Harbin University of Civil Engineering and Architecture,2000,33(5):30-36.
[13]JGJ99-98,高层民用建筑钢结构技术规程[S].JGJ99-98,Code for design of civil high rise steel structure[S].
[14]Pouangare C C,Connor J J.New structural systems for tall buildings.The Space-truss Concept[J].The Structural Designof Tall Buildings,1995(4):155-168.
[15]美国高层建筑与城市环境协会著.高层建筑设计[M].北京:中国建筑工业出版社,1997.High-rise Building and City Environment Association.Design of high-rise buildings[M].Beijing:China Building IndustryPress,1997.
[16]赵永生,王云霞,李岩.悬挂结构体系减振参数的试验分析[J].山东建筑工程学院学报,1999,14(2):1-5.ZHAO Yong-sheng,WANG Yun-xia,LI Yan.The test analysis of suspended structure damping parameters[J].Journal ofShandong Institute of Architecture and Engineering,1999,14(2):1-5.
[17]Jack Zunz,Mike Glover.The Hongkong and Shanghai Bank project advances in tall buildings[R].Van Nostrand ReinholdComPany,1986:541-566.
[18]KOBRIT,BANS.Concept of super-high-rise buildings(DIB-200)[J].The Structure Design of Tall Buildings,1992(1):8-15.
[19]本格尼.S.塔拉纳特(美)著.高层建筑钢混凝土组合结构设计[M].罗福午,方鄂华译.北京:中国建筑工业出版社,1999.Bungale S Taranath.Steel,concrete&composite design of tall buildings[M].Translated by LUO Fu-wu,FANG E-hua.Beijing:China Building Industry Press,1999.
[20]陈麟.巨型钢结构的静力、抗震性能分析[D].哈尔滨:哈尔滨工业大学,2002.CHEN Lin.Analysis of static and earthquake-resistance performance of mega steel structures[D].Harbin:Harbin Instituteof Techology,2002.
[21]Robert D Hanson,Ian D Aiken,Douglas K Nims,et al.State-of-the-art and state-of-the-practice in seismic energy dissipa-tion[C]∥Proceeding of ATC-17-1 on Seismic Isolation,Passive Energy Dissipation and Active Control,1993(2).
[22]刘季,周云.结构抗震控制的研究与应用状况(上)———基础隔震与耗能减震技术[J].哈尔滨建筑大学学报,1995,28(4):1-10.LIU Ji,ZHOU Yun.State-of-the-art of research and application on seismic control of structure(Ⅰ):base isolation and seis-mic energy dissipation[J].Journal of Harbin University of Civil Engineering and Architecture,1995,28(4):1-10.
[23]刘季,周云.结构抗震控制的研究与应用状况(下)———主动控制、混合控制及半主动控制[J].哈尔滨建筑大学学报,1995,28(5):1-6.LIU Ji,ZHOU Yun.State-of-the-art of research and application on seismic control of structure(Ⅱ):active control,hybridcontrol and semi-active control[J].Journal of Harbin University of Civil Engineering and Architecture,1995,28(5):1-6.
[24]周福霖.工程结构减震控制[M].北京:地震出版社,1997.ZHOU Fu-lin.Seismic control of structure[M].Beijing:Seismological Press,1997.
[25]周云,刘季.耗能减震技术研究与应用进展[J].世界地震工程,1995(1):20-28.ZHOU Yun,LIU Ji.State-of-the-art of research and application on seismic energy dissipation[J].World Information onEarthquake Engineering.1995(1):20-28.
[26]周云,徐彤,俞公骅,等.耗能减震技术研究及应用的新进展[J].地震工程与工程振动,1999,19(2):122-131.ZHOU Yun,XU Tong,YU Gong-hua,et al.Recent advance in research,development and applications of seismic energydissipation[J].Earthquake Engineering and Engineering Vibration,1999,19(2):122-131.
[27]王廷彦.巨型框架-支撑结构的静力、动力及抗震性能分析[D].广州:广州大学,2006.WANG Ting-yan.Static and dynamic performance analysis of mega frame-brace structure[D].Guangzhou:Guangzhou Uni-versity,2006.
[2]李君,张耀春.超高层结构的新体系—巨型结构[J].哈尔滨建筑大学学报,1997,30(6):21-27.LI Jun,ZHANG Yao-chun.Super structure:a newsystem of high rise structure[J].Journal of Harbin University of Civil En-gineering and Architecture,1997,30(6):21-27.
[3]L E罗伯逊.钢结构在高层建筑中的作用[J].钢结构,1990,5(1):42-51.Robison L E.The role of steel structure in high rise building[J].Steel Structure,1990,5(1):42-51.
[4]沃尔夫岗.舒勒尔.高层房屋结构[M].上海:上海科学技术出版社,1981.Wolfgang Schueller.High-rise building structure[M].Shanghai:Shanghai Science and Technology Press,1981.
[5]陆赐麟.对高层建筑钢结构国产化道路的研讨[J].钢结构,1987,2(2):18-20.LU Ci-lin.Discussion on the location of high rise steel structure[J].Steel Structure,1987,2(2):18-20.
[6]张文元.巨型钢结构非线性有限元分析的塑性铰法[D].哈尔滨:哈尔滨工业大学,2001.ZHANG Wen-yuan.Plastic hinge method for non-linear finite element analysis of mega steel structure[D].Harbin:HarbinInstitute of Techology,2001.
[7]北村春辛,寺本隆辛.日本长期信用银行本部大楼———体现T型形体的巨型框架结构设计[C]∥97上海高层建筑钢结构技术交流会论文集.上海,1997:90-102.KITAMURA H,TERAMOTO T.Japan Long Term Credit Bank building:a design that manifesting T shape mega framestructure[C]∥97’Shanghai technical meeting on high-rise steel structures.Shanghai,1997:90-102.
[8]徐永基,刘大海.高层建筑钢结构设计[M].陕西:陕西科学技术出版社,1993:3-95.XUYong-ji,LIUDa-hai.Design of high rise steel structure.Shanxi:Shanxi Science and Technology Press,1993:3-95.
[9]刘大海,杨翠如.高层建筑结构方案优选[M].北京:中国建筑工业出版社,1996:294-299.LIU Da-hai,YANG Cui-ru.Optimal structure of high rise building[M].Beijing:China Building Industry Press,1996:294-299.
[10]戴忠,陈绍虎.东云—建台高雄85层巨框构架系统[C]∥两岸高层建筑之规范、设计与施工研讨会.台北,1998:231-242.DAI Zhong,CHEN Shao-hu.Dongyun-Jiantai will build a 85 stories mega frame in Gaoxiong[C]∥Conference on code,de-sign and construction of high-rise buildings over the Taiwan Strait,Taibei,1998:231-242.
[11]张文元,张耀春,吴一红,等.长春光大银行主体钢结构在罕遇地震作用下的时程反应分析[J].世界地震工程,2003,19(3).ZHANG Wen-yuan,ZHANG Yao-chun,WUYi-hong,et al.Inelastic response history analysis of Chuanchun branch businessbuilding of China Everbright Bank under strong earthquake[J].World Information on Earthquake Engineering,2003,19(3).
[12]袁振君,张文元,张耀春.巨型桁架筒体结构性能有限元分析[J].哈尔滨建筑大学学报.2000,33(5):30-36.YUAN Zhen-jun,ZHANG Wen-yuan,ZAHNG Yao-chun.Finite element analysis of super truss tubed structure[J].Journalof Harbin University of Civil Engineering and Architecture,2000,33(5):30-36.
[13]JGJ99-98,高层民用建筑钢结构技术规程[S].JGJ99-98,Code for design of civil high rise steel structure[S].
[14]Pouangare C C,Connor J J.New structural systems for tall buildings.The Space-truss Concept[J].The Structural Designof Tall Buildings,1995(4):155-168.
[15]美国高层建筑与城市环境协会著.高层建筑设计[M].北京:中国建筑工业出版社,1997.High-rise Building and City Environment Association.Design of high-rise buildings[M].Beijing:China Building IndustryPress,1997.
[16]赵永生,王云霞,李岩.悬挂结构体系减振参数的试验分析[J].山东建筑工程学院学报,1999,14(2):1-5.ZHAO Yong-sheng,WANG Yun-xia,LI Yan.The test analysis of suspended structure damping parameters[J].Journal ofShandong Institute of Architecture and Engineering,1999,14(2):1-5.
[17]Jack Zunz,Mike Glover.The Hongkong and Shanghai Bank project advances in tall buildings[R].Van Nostrand ReinholdComPany,1986:541-566.
[18]KOBRIT,BANS.Concept of super-high-rise buildings(DIB-200)[J].The Structure Design of Tall Buildings,1992(1):8-15.
[19]本格尼.S.塔拉纳特(美)著.高层建筑钢混凝土组合结构设计[M].罗福午,方鄂华译.北京:中国建筑工业出版社,1999.Bungale S Taranath.Steel,concrete&composite design of tall buildings[M].Translated by LUO Fu-wu,FANG E-hua.Beijing:China Building Industry Press,1999.
[20]陈麟.巨型钢结构的静力、抗震性能分析[D].哈尔滨:哈尔滨工业大学,2002.CHEN Lin.Analysis of static and earthquake-resistance performance of mega steel structures[D].Harbin:Harbin Instituteof Techology,2002.
[21]Robert D Hanson,Ian D Aiken,Douglas K Nims,et al.State-of-the-art and state-of-the-practice in seismic energy dissipa-tion[C]∥Proceeding of ATC-17-1 on Seismic Isolation,Passive Energy Dissipation and Active Control,1993(2).
[22]刘季,周云.结构抗震控制的研究与应用状况(上)———基础隔震与耗能减震技术[J].哈尔滨建筑大学学报,1995,28(4):1-10.LIU Ji,ZHOU Yun.State-of-the-art of research and application on seismic control of structure(Ⅰ):base isolation and seis-mic energy dissipation[J].Journal of Harbin University of Civil Engineering and Architecture,1995,28(4):1-10.
[23]刘季,周云.结构抗震控制的研究与应用状况(下)———主动控制、混合控制及半主动控制[J].哈尔滨建筑大学学报,1995,28(5):1-6.LIU Ji,ZHOU Yun.State-of-the-art of research and application on seismic control of structure(Ⅱ):active control,hybridcontrol and semi-active control[J].Journal of Harbin University of Civil Engineering and Architecture,1995,28(5):1-6.
[24]周福霖.工程结构减震控制[M].北京:地震出版社,1997.ZHOU Fu-lin.Seismic control of structure[M].Beijing:Seismological Press,1997.
[25]周云,刘季.耗能减震技术研究与应用进展[J].世界地震工程,1995(1):20-28.ZHOU Yun,LIU Ji.State-of-the-art of research and application on seismic energy dissipation[J].World Information onEarthquake Engineering.1995(1):20-28.
[26]周云,徐彤,俞公骅,等.耗能减震技术研究及应用的新进展[J].地震工程与工程振动,1999,19(2):122-131.ZHOU Yun,XU Tong,YU Gong-hua,et al.Recent advance in research,development and applications of seismic energydissipation[J].Earthquake Engineering and Engineering Vibration,1999,19(2):122-131.
[27]王廷彦.巨型框架-支撑结构的静力、动力及抗震性能分析[D].广州:广州大学,2006.WANG Ting-yan.Static and dynamic performance analysis of mega frame-brace structure[D].Guangzhou:Guangzhou Uni-versity,2006.
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