弦支穹顶结构研究综述
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摘要
弦支穹顶结构是在克服了单层网壳和索穹顶结构的缺点,继承了其优点的基础上发展起来的,并被广泛认可和应用的一种新型预应力大跨度结构体系。在分析提出背景和力学原理的基础上,简述了国内外对弦支穹顶结构形态分析、优化设计、静动力性能和施工控制理论等方面的研究现状,并对其各种研究方法的特点进行了分析总结;介绍了天保中心大堂屋盖、2008奥运会羽毛球馆、济南奥体中心体育馆等典型弦支穹顶工程应用;提出了温度效应研究、考虑索撑节点滑移摩擦的动力反应分析、索力的测试及其补偿技术、超大跨度弦支穹顶设计理论等5项亟待解决关键课题,为进一步研究其结构性能和施工控制值理论创造了一定的条件和提供资料参考。
After overcoming the disadvantages and keeping the advantages of single layer latticed shell and cable dome,the suspendome structures are widely accepted and applied in engineering practice as a new kind of pre-stressed long-span spatial structures.Based on the analysis of the backgorund and mechanical principle,the state of the art of suspendomes are reviewed,including form-finding analysis,optimization design,static and dynamic behaviors,construction control theory etc.,and the characteristics of possible research methods were also analyed.The overviews of some typical projects,such as roof structures of Tianbao Center,the badminton gymnasium for 2008 Olympic Games,the gymnasium of Jinan city and so on.Five key problems needed to be solved are presented in this paper:dynamic analysis considering the friction between cable and joints,the temperture effects,testing and compensation technique of the cable force,design theory of large long-span suspendome etc.,which will be an important refernce for later design and research of supendome structures.
After overcoming the disadvantages and keeping the advantages of single layer latticed shell and cable dome,the suspendome structures are widely accepted and applied in engineering practice as a new kind of pre-stressed long-span spatial structures.Based on the analysis of the backgorund and mechanical principle,the state of the art of suspendomes are reviewed,including form-finding analysis,optimization design,static and dynamic behaviors,construction control theory etc.,and the characteristics of possible research methods were also analyed.The overviews of some typical projects,such as roof structures of Tianbao Center,the badminton gymnasium for 2008 Olympic Games,the gymnasium of Jinan city and so on.Five key problems needed to be solved are presented in this paper:dynamic analysis considering the friction between cable and joints,the temperture effects,testing and compensation technique of the cable force,design theory of large long-span suspendome etc.,which will be an important refernce for later design and research of supendome structures.
引文
[1]沈世钊,陈昕.网壳结构稳定性[M].北京:科学出版社,1999.
[2]Mamoru Kawaguchi,Masaru Abe,Tatsuo Hatato,et al.On a structural system“suspen-dome”system[C]//Proceedings of IASS Symposium.Marid,Spain:IASS,1993:523-530.
[3]郭云.弦支穹顶结构形态分析、动力性能及静动力试验研究[D].天津:天津大学,2003.
[4]郭佳民,董石麟,袁行飞.弦支穹顶结构的形态分析问题及其实用分析方法[J].土木工程学报,2008,41(12):1-7.
[5]Mamoru Kawaguchi,Masaru Abe,Ikuo Tatemichi,et al.Design,tests and realization of“suspen-dome”system[J].Journal of the IAAS,1999,40(3):179-192.
[6]Kang Wenjiang,Chen Zhihua,Heung-Fai Lam,et al.Analysis and design of the general and outmost-ring stiffed suspen-dome structures[J].Engineering Structures,2003,25(13):1685-1695.
[7]张明山,董石麟,张志宏,弦支穹顶初始预应力分布的确定及稳定性分析[J].空间结构,2004,10(2):9-12.
[8]Mamoru Kawaguchi,Masaru Abe,Tatsuo Hatato,et al.Structural tests on the“suspen-dome”system[C]//Proceedings of IASS Symposium.Marid,Spain:IASS,1994:384-392.
[9]田国伟.弦支穹顶的理论分析与应用研究[D].天津:天津大学,2001.
[10]陈志华,李阳,康文江.联方型弦支穹顶研究[J].土木工程学报,2005,38(5):34-40.
[11]Kitipornchai,Kang Wenjiang,Heung-Fai Lam,et al.Facters affecting the design and construction of lamella suspendome systemes[J].Journal of Constructional Steel Research,2005,61(6):764-785.
[12]GAO Bo-qing,WENG En-hao.Sensitivity analyses of cables to suspen-dome structural system[J].Journal of Zhejiang University:Science,2004,5(9):1045-1052.
[13]陈志华,冯振昌,秦亚丽,等.弦支穹顶静力性能的理论分析及实物加载试验[J].天津大学学报,2006,39(8):944-950.
[14]陈志华,秦亚丽,赵建波,等.刚性杆弦支穹顶实物加载试验研究,[J].土木工程学报,2006,39(9):47-53.
[15]崔晓强,郭彦林,叶可明.滑动环索连接节点在弦支穹顶结构中的应用[J].同济大学学报,2004,32(10):1300-1303.
[16]崔晓强,郭彦林.Kiewitt型弦支穹顶结构的弹性极限承载力研究[J].建筑结构学报,2003,24(1):74-79.
[17]李永梅,张毅刚.新型索承网壳结构静力、稳定性分析[J].空间结构,2003,9(1):25-30.
[18]Chen Zhihua,Li Yang.Parameter analysis on stability of a suspendome[J].International Journal of SpaceStructure,2005,20(2):115-124.
[19]葛家琪,张国军,王树,等.2008奥运会羽毛球馆弦支穹顶结构整体稳定性能分析研究[J].建筑结构学报,2007,28(6):22-30.
[20]刘学春,张爱林,葛家琪,等.施工偏差随机分布对弦支穹顶结构整体稳定性影响的研究[J].建筑结构学报,2007,28(6):76-82.
[21]张爱林,刘学春,王冬梅,等.2008奥运会羽毛球馆新型弦支穹顶结构模型静力试验研究[J].建筑结构学报,2007,28(6):58-67.
[22]罗永峰,刘慧娟,韩庆华.弦支穹顶结构动力稳定性分析方法[J].西南交通大学学报,2008,43(6):729-735.
[23]陈志华,张立平,李阳,等.弦支穹顶结构实物动力特性研究[J].工程力学,2007,24(3):131-137.
[24]张爱林,王冬梅,刘学春,等.2008奥运会羽毛球馆弦支穹顶结构模型动力特性试验及理论研究[J].建筑结构学报,2007,28(6):68-75.
[25]李永梅,张毅刚.凯维特型索承网壳结构的自振特性及参数分析[J].世界地震工程,2007,23(1):91-97.
[26]张志宏,张明山,董石麟.弦支穹顶结构动力分析[J].计算力学学报,2005,22(6):646-650.
[27]崔晓强,郭彦林.弦支穹顶结构的抗震性能研究[J].地震工程与工程振动,2005,25(1):67-75.
[28]卓新,石川浩一郎.张力补偿计算法在预应力空间网格结构张拉施工中的应用[J].土木工程学报,2004,37(4):38-40.
[29]李永梅,张毅刚,杨庆山.索承网壳结构施工张拉索力的确定[J].建筑结构学报,2004,25(4):76-81.
[30]王树,张国军,张爱林,等.2008奥运会羽毛球馆索撑节点预应力损失分析研究[J].建筑结构学报,2007,28(6):39-44.
[31]李志强,张志宏,袁行飞,等.济南奥体中心弦支穹顶结构施工张拉分析[J].空间结构,2008,14(4):14-20.
[32]张国发,董石麟,卓新,等.弦支穹顶结构施工滑移索研究[J].浙江大学学报:工学版,2008,42(6):1051-1057.
[33]张国发,董石麟,卓新.位移补偿法计算法在结构索力调整中的应用[J].建筑结构学报,2008,29(2):39-42.
[34]王永泉,郭正兴,罗斌,等.常州体育馆大跨度椭球形弦支穹顶预应力拉索施工[J].施工技术,2008,37(3):33-36.
[35]陈志华,闫翔宇,刘红波,等.茌平体育馆的大跨度弦支穹顶叠合拱复合结构体系[J].建筑结构,2009,39(7):18-20.
[2]Mamoru Kawaguchi,Masaru Abe,Tatsuo Hatato,et al.On a structural system“suspen-dome”system[C]//Proceedings of IASS Symposium.Marid,Spain:IASS,1993:523-530.
[3]郭云.弦支穹顶结构形态分析、动力性能及静动力试验研究[D].天津:天津大学,2003.
[4]郭佳民,董石麟,袁行飞.弦支穹顶结构的形态分析问题及其实用分析方法[J].土木工程学报,2008,41(12):1-7.
[5]Mamoru Kawaguchi,Masaru Abe,Ikuo Tatemichi,et al.Design,tests and realization of“suspen-dome”system[J].Journal of the IAAS,1999,40(3):179-192.
[6]Kang Wenjiang,Chen Zhihua,Heung-Fai Lam,et al.Analysis and design of the general and outmost-ring stiffed suspen-dome structures[J].Engineering Structures,2003,25(13):1685-1695.
[7]张明山,董石麟,张志宏,弦支穹顶初始预应力分布的确定及稳定性分析[J].空间结构,2004,10(2):9-12.
[8]Mamoru Kawaguchi,Masaru Abe,Tatsuo Hatato,et al.Structural tests on the“suspen-dome”system[C]//Proceedings of IASS Symposium.Marid,Spain:IASS,1994:384-392.
[9]田国伟.弦支穹顶的理论分析与应用研究[D].天津:天津大学,2001.
[10]陈志华,李阳,康文江.联方型弦支穹顶研究[J].土木工程学报,2005,38(5):34-40.
[11]Kitipornchai,Kang Wenjiang,Heung-Fai Lam,et al.Facters affecting the design and construction of lamella suspendome systemes[J].Journal of Constructional Steel Research,2005,61(6):764-785.
[12]GAO Bo-qing,WENG En-hao.Sensitivity analyses of cables to suspen-dome structural system[J].Journal of Zhejiang University:Science,2004,5(9):1045-1052.
[13]陈志华,冯振昌,秦亚丽,等.弦支穹顶静力性能的理论分析及实物加载试验[J].天津大学学报,2006,39(8):944-950.
[14]陈志华,秦亚丽,赵建波,等.刚性杆弦支穹顶实物加载试验研究,[J].土木工程学报,2006,39(9):47-53.
[15]崔晓强,郭彦林,叶可明.滑动环索连接节点在弦支穹顶结构中的应用[J].同济大学学报,2004,32(10):1300-1303.
[16]崔晓强,郭彦林.Kiewitt型弦支穹顶结构的弹性极限承载力研究[J].建筑结构学报,2003,24(1):74-79.
[17]李永梅,张毅刚.新型索承网壳结构静力、稳定性分析[J].空间结构,2003,9(1):25-30.
[18]Chen Zhihua,Li Yang.Parameter analysis on stability of a suspendome[J].International Journal of SpaceStructure,2005,20(2):115-124.
[19]葛家琪,张国军,王树,等.2008奥运会羽毛球馆弦支穹顶结构整体稳定性能分析研究[J].建筑结构学报,2007,28(6):22-30.
[20]刘学春,张爱林,葛家琪,等.施工偏差随机分布对弦支穹顶结构整体稳定性影响的研究[J].建筑结构学报,2007,28(6):76-82.
[21]张爱林,刘学春,王冬梅,等.2008奥运会羽毛球馆新型弦支穹顶结构模型静力试验研究[J].建筑结构学报,2007,28(6):58-67.
[22]罗永峰,刘慧娟,韩庆华.弦支穹顶结构动力稳定性分析方法[J].西南交通大学学报,2008,43(6):729-735.
[23]陈志华,张立平,李阳,等.弦支穹顶结构实物动力特性研究[J].工程力学,2007,24(3):131-137.
[24]张爱林,王冬梅,刘学春,等.2008奥运会羽毛球馆弦支穹顶结构模型动力特性试验及理论研究[J].建筑结构学报,2007,28(6):68-75.
[25]李永梅,张毅刚.凯维特型索承网壳结构的自振特性及参数分析[J].世界地震工程,2007,23(1):91-97.
[26]张志宏,张明山,董石麟.弦支穹顶结构动力分析[J].计算力学学报,2005,22(6):646-650.
[27]崔晓强,郭彦林.弦支穹顶结构的抗震性能研究[J].地震工程与工程振动,2005,25(1):67-75.
[28]卓新,石川浩一郎.张力补偿计算法在预应力空间网格结构张拉施工中的应用[J].土木工程学报,2004,37(4):38-40.
[29]李永梅,张毅刚,杨庆山.索承网壳结构施工张拉索力的确定[J].建筑结构学报,2004,25(4):76-81.
[30]王树,张国军,张爱林,等.2008奥运会羽毛球馆索撑节点预应力损失分析研究[J].建筑结构学报,2007,28(6):39-44.
[31]李志强,张志宏,袁行飞,等.济南奥体中心弦支穹顶结构施工张拉分析[J].空间结构,2008,14(4):14-20.
[32]张国发,董石麟,卓新,等.弦支穹顶结构施工滑移索研究[J].浙江大学学报:工学版,2008,42(6):1051-1057.
[33]张国发,董石麟,卓新.位移补偿法计算法在结构索力调整中的应用[J].建筑结构学报,2008,29(2):39-42.
[34]王永泉,郭正兴,罗斌,等.常州体育馆大跨度椭球形弦支穹顶预应力拉索施工[J].施工技术,2008,37(3):33-36.
[35]陈志华,闫翔宇,刘红波,等.茌平体育馆的大跨度弦支穹顶叠合拱复合结构体系[J].建筑结构,2009,39(7):18-20.
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