巨型结构体系及发展趋势
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摘要
结合工程实例介绍了巨型结构的概念、分类及特点,探讨了巨型结构设计中的两个关键问题——巨型构件的连接节点和巨型结构的减振.从概念设计的角度提出了巨型结构的设计原则,并结合当前结构设计的发展提出了巨型结构的发展趋势.
Mega structure is a new structural system of super high-rise buildings in which the main structure and the subordinate structure work together.Due to distinct load-transform path and flexible arrangement of main structure and subordinate structure,mega structure can be used to satisfy special building forms and functions.The concept and characteristics of mega structures,and two key problems in mega structures— joints of mega elements and vibration absorption of structures are discussed.Principles established for design of mega structures following design concepts and development trend of mega structures.
Mega structure is a new structural system of super high-rise buildings in which the main structure and the subordinate structure work together.Due to distinct load-transform path and flexible arrangement of main structure and subordinate structure,mega structure can be used to satisfy special building forms and functions.The concept and characteristics of mega structures,and two key problems in mega structures— joints of mega elements and vibration absorption of structures are discussed.Principles established for design of mega structures following design concepts and development trend of mega structures.
引文
[1] 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,1997,3(6) :21-27．
[2] 袁振军,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．
[3] 张耀春,袁振军.大型支撑框筒结构参数分析[J].哈尔滨建筑大学学报,2001,34(1) :11-15．
[4] POUANGARE C C,CONNOR J J.New structural systems for tall buildings,the space-truss concept[J].The Structural Design of Tall Buildings,1995(4) :155-168．
[5] CRUVELLIER M R,SMITH B S.Framing silver buildings[J].The Structural Design of Tall Buildings,1995(4) :185-198．
[6] 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[A].《’97上海高层建筑钢结构技术交流会》论文集[C].上海:同济大学,1997．
[7] 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．
[8] 戴忠,陈绍虎.东云-建台高雄85层巨框构架系统[A].两岸高层建筑之规范、设计与施工研讨会[C].台北:高雄财团法人台大土木文教基金会,1998．
[9] ZUNZ J,GLOVER M.The Hongkong and Shanghai bank project[A].Advances in Tall Buildings[C].[s.l.]:Van Nostrand Reinhold Company,1986． 541-566．
[10] KOBORI T,BAN S.Concept of super-high-rise buildings(DIB-200) [J].The Structure Design of Tall Buildings,1992(1) :8-15．
[11] CHEN W F,LIU E M.Recent developments in structural connections[A].Advances in Tall Buildings[C].[s.l.]:Van Nostrand Reinhold Company,1986．
[12] 林同炎.东云-建台高雄85层大楼结构简介[A].两岸高层建筑之规范、设计与施工研讨会[C].台北:高雄财团法人台大土木文教基金会,1998．
[13] 蓝宗建.多层和高层建筑结构控制研究和应用综述及展望[A].现代土木工程的新发展[C].南京:东南大学出版社,1998．
[14] LAN Z J,WANG X D.Multifunctional vibration-absorption RC mega frame structures and their seismic responses[J].Earthquake Engineering and Structural Dynamics,2000,29(8) :1239-1248．
[15] 蓝宗建,邹宏德.钢筋混凝土巨型框架多功能减振结构地震反应分析[J].建筑结构学报,2001,22(4) :77-83．
[2] 袁振军,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．
[3] 张耀春,袁振军.大型支撑框筒结构参数分析[J].哈尔滨建筑大学学报,2001,34(1) :11-15．
[4] POUANGARE C C,CONNOR J J.New structural systems for tall buildings,the space-truss concept[J].The Structural Design of Tall Buildings,1995(4) :155-168．
[5] CRUVELLIER M R,SMITH B S.Framing silver buildings[J].The Structural Design of Tall Buildings,1995(4) :185-198．
[6] 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[A].《’97上海高层建筑钢结构技术交流会》论文集[C].上海:同济大学,1997．
[7] 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．
[8] 戴忠,陈绍虎.东云-建台高雄85层巨框构架系统[A].两岸高层建筑之规范、设计与施工研讨会[C].台北:高雄财团法人台大土木文教基金会,1998．
[9] ZUNZ J,GLOVER M.The Hongkong and Shanghai bank project[A].Advances in Tall Buildings[C].[s.l.]:Van Nostrand Reinhold Company,1986． 541-566．
[10] KOBORI T,BAN S.Concept of super-high-rise buildings(DIB-200) [J].The Structure Design of Tall Buildings,1992(1) :8-15．
[11] CHEN W F,LIU E M.Recent developments in structural connections[A].Advances in Tall Buildings[C].[s.l.]:Van Nostrand Reinhold Company,1986．
[12] 林同炎.东云-建台高雄85层大楼结构简介[A].两岸高层建筑之规范、设计与施工研讨会[C].台北:高雄财团法人台大土木文教基金会,1998．
[13] 蓝宗建.多层和高层建筑结构控制研究和应用综述及展望[A].现代土木工程的新发展[C].南京:东南大学出版社,1998．
[14] LAN Z J,WANG X D.Multifunctional vibration-absorption RC mega frame structures and their seismic responses[J].Earthquake Engineering and Structural Dynamics,2000,29(8) :1239-1248．
[15] 蓝宗建,邹宏德.钢筋混凝土巨型框架多功能减振结构地震反应分析[J].建筑结构学报,2001,22(4) :77-83．
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