弦支穹顶结构研究进展与工程实践
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摘要
弦支穹顶结构是基于张拉整体概念并综合了单层网壳和索穹顶结构的优点后发展起来的一种预应力大跨度网格结构体系。本文在分析弦支穹顶提出的背景和力学原理的基础上,论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、施工控制理论及其试验研究等方面的研究进展,总结了弦支穹顶相关的研究内容和研究结论。结合国内外近20项实际工程的应用,对弦支穹顶的跨度、上部网壳结构形式、下部张拉整体部分的布置、预应力施加方式、撑杆上节点和撑杆下节点等结构特性进行了分析总结,针对目前常用的预应力设计方法、节点构造、预应力张拉方案,提出了供工程应用参考的建议。指出了温度效应研究、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项亟待解决的弦支穹顶关键课题。
Suspen-dome structure is a new type of pre-stressed long span spatial structure.It integrates the advantages of cable dome and single-layer latticed shell based on the tensegrity system concept.In this paper,Based on the analysis of background and mechanical principle,research states of suspen-dome,such as form-finding analysis,optimization design,static and dynamic behaviors,construction control theory and so on,are reviewed,and the characteristics of all research methods are also analyzed.some main information of all suspen-dome projects are summarized such as span,type of upper dome,type of bottom tensegrity systems,pre-stressing method,upper joint of strut,bottom joint of strut and so on.Five key problems needed to solve are presented in this paper,such as dynamic analysis considering the friction between cable and joints,temperature effects,testing and compensation technique of cable force,design theory of long-span suspen-dome and so on.
Suspen-dome structure is a new type of pre-stressed long span spatial structure.It integrates the advantages of cable dome and single-layer latticed shell based on the tensegrity system concept.In this paper,Based on the analysis of background and mechanical principle,research states of suspen-dome,such as form-finding analysis,optimization design,static and dynamic behaviors,construction control theory and so on,are reviewed,and the characteristics of all research methods are also analyzed.some main information of all suspen-dome projects are summarized such as span,type of upper dome,type of bottom tensegrity systems,pre-stressing method,upper joint of strut,bottom joint of strut and so on.Five key problems needed to solve are presented in this paper,such as dynamic analysis considering the friction between cable and joints,temperature effects,testing and compensation technique of cable force,design theory of long-span suspen-dome and so on.
引文
[1]陈志华.弦支穹顶结构[M].北京:科学出版社,2010CHEN Zhi-hua.Suspen-dome structure[M].Benjing:SciencePress,2010(in Chinese)
[2]Masao Saitoh and Kurasiro Tosiya.A study on structuralbehaviors of beam string structure[C]//Summaries oftechnical papers of annual meeting architectural institute ofJapan,Tokyo,Japan,B1.1985:280?284
[3]Mamoru Kawaguchi,Masaru Abe,Tatsuo Hatato et al.Ona structural system“suspen-dome”system[C].Proceedingsof IASS Symposium,Istanbul,1993:523-530
[4]中国博士后科学基金:张弦穹顶的静力性能研究[R](中博基[98]9号)
[5]陈志华.弦支穹顶结构体系及其结构特性分析[J].建筑结构,2004,34(5):38-41CHEN Zhi-hua.Suspen-dome structure system andcharacteristic analysis[J].Building Structure,2004,34(5):38-41(in Chinese)
[6]陈志华,郭云,李阳.弦支穹顶结构预应力及动力性能理论与试验研究[J].建筑结构,2004,34(5):42-45CHEN Zhi-hua,GUO Yun,LI Yang.Experimental researchand analysis of the prestress and dynamic behavior forsuspen-dome structure system[J].Building Structure,2004,34(5):42-45(in Chinese)
[7]陈志华,窦开亮,左晨然.弦支穹顶结构的稳定性分析[J].建筑结构,2004,34(5):46-48CHEN Zhi-hua,DOU Kai-liang,ZUO Chen-ran.Analysis ofthe stability of suspen-dome structure[J].BuildingStructure,2004,34(5):46-48(in Chinese)
[8]陈志华,乔文涛,闫翔宇,等.弦支筒壳结构体系:中国,200820075205.6[P].2009-04-01CHEN Zhi-hua,QIAO Wen-tao,YAN Xiang-yu,et al.Cablesupported barrel vault structure:China,200820075205.6[P].2009-04-01(in Chinese)
[9]刘红波,陈志华,周婷.一种新型预应力空间结构形式———弦支拱壳结构[J].工业建筑,2010,40(8):10-12LIU Hong-bo,CHEN Zhi-hua,ZHOU Ting.A new spatialstructures:cable supported arch-dome structures[J].Industrial Construction,2010,40(8):10-12(in Chinese)
[10]陈志华,乔文涛.弦支混凝土集成屋盖及其基本特性分析[J].建筑结构,2010,40(11):22-25CHEN Zhi-hua,QIAO Wen-tao.Analysis on basiccharacteristics of cable supported concrete roof structure[J].Building Structure,2010,40(11):22-25(in Chinese)
[11]曲秀姝,陈志华,乔文涛.弦支钢丝网架混凝土夹芯板的基本特性分析[J].工业建筑,2010,40(8):30-34QU Xiu-shu,CHEN Zhi-hua,QIAO Wen-tao.Analysis ofbasic characteristics of cable supported concrete sandwichboard with wire mesh[J].Industrial Construction,2010,40(8):30-34(in Chinese)
[12]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,2003GUO Yun.Shape analysis,dynamic properties study andstatic and dynamic field tests of suspendome stucture[D].Tianjin:Tianjin University(in Chinese)
[13]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):1-7GUO Jia-min,DONG Shi-lin,YUAN Xing-fei.Morphological analysis of suspend-dome structures andpractical analysis method[J].China Civil EngineeringJournal,2008,41(12):1-7(in Chinese)
[14]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
[15]KANG Wen-jiang,CHEN Zhi-hua,Heung-Fai LAM,et al.Analysis and design of the general and outmost-ring stiffedsuspen-dome structures[J].Engineering Structures,2003,25(13):1685-1695
[16]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):8-12ZHANG Ming-shan,DONG Shi-lin,ZHANG Zhi-hong.Distribution of initial pre-stress and stability analysis ofsuspen-dome[J].Spatial Structures,2004,10(2):8-12(inChinese)
[17]张明山,包红泽,张志宏,等.弦支穹顶结构的预应力优化设计[J],空间结构,2004,10(3):26-30ZHANG Ming-shan,BAO Hong-ze,ZHANG Zhi-hong,et.al.Optimal prestress design of suspen-domes[J].SpatialStructures,2004,10(3):26-30(in Chinese)
[18]CHEN Zhi-hua,LIU Hong-bo.Design optimization andstructural property study on suspen-dome with stacked archin chiping gymnasium[C]//Proceedings of the InternationalAssociation for Shell and Spatial Structures(IASS)Symposium 2009,Valencia:1391-1398
[19]Mamoru Kawaguchi,Masaru Abe,Tatsuo Hatato,et al.On a structural system“suspen-dome”system[C]//Proceedings of IASS Symposium,Istanbul,1993:523-530
[20]李禄.基于张拉整体理论的悬支穹顶的理论与试验分析[D].天津:天津大学,2000LI Lu.Theoretical and experimental research on the suspen-dome structrues based on the tensegrity theory[D].Tianjin:Tianjin University,2000(in Chinese)
[21]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):34-40CHEN Zhi-hua,LI Yang,KANG Wen-jiang.Analysis oflamella suspendome systems[J].China Civil EngineeringJournal,2005,38(5):34-40(in Chinese)
[22]Kitipornchai,KANG Wen-jiang,Heung-Fai LAM et al.Facters affecting the design and construction of lamellasuspendome systemes[J].Journal of Constructional SteelResearch,2005,61(6):764-785
[23]GAO Bo-qing,WENG En-hao.Sensitivity analyses of cablesto suspen-dome structural system[J].Journal of ZhejiangUniversity Science(English Edition),2004,5(9):1045-1052
[24]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):944-950CHEN Zhi-hua,FENG Zhen-chang,QIN Ya-li,et al.Theoretical analysis and actual experimental research onstatic characteristics of suspendome structure[J].Journal ofTianjin University,2006,39(8):944-950(in Chinese)
[25]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):47-53CHEN Zhi-hua,QIN Ya-li,ZHAO Jian-bo,et al.Anexperimental study on rigid suspendome structures[J].China Civil Engineering Journal,2006,39(9):47-53(inChinese)
[26]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):1300-1303CUI Xiao-qiang,GUO Yan-lin,YE Ke-ming.Application ofgliding hoop cable joint in suspen-dome structures[J].Journal of Tongji University(Natural Science),2004,32(10):1300-1303(in Chinese)
[27]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):74-79CUI Xiao-qiang,GUO Yan-lin.Elastic ultimate capacity ofkiewitt suspen dome[J].Journal of Building Structures,2003,24(1):74-79(in Chinese)
[28]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):25-30LI Yong-mei,ZHANG Yi-gang.Stability and static analysisof cable-supported lattice shells[J].Spatial Structures,2003,9(1):25-30(in Chinese)
[29]CHEN Zhi-hua,LI Yang.Parameter analysis on stability ofa suspendome[J].International Journal of Space Structure,2005,20(2):115-124
[30]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):22-30GE Jia-qi,ZHANG Guo-jun,WANG Shu,et.al.The overallstability analysis of the suspend-dome structure system ofthe badm inton gymnasium for 2008 O lympic Games[J].Journal of Building Structures,2007,28(6):22-30(inChinese)
[31]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):76-82LIU Xue-chun,ZHANG Ai-lin,GE Jia-qi.Study on theinfluence of construction deviation random distribution on theintegral stability of suspend-dome[J].Journal of BuildingStructures,2007,28(6):76-82(in Chinese)
[32]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):58-67ZHANG Ai-lin,LIU Xue-chun,WANG Dong-mei,et al.Static experimental study on the model of the suspend-domeof the badminton gymnasium for 2008 Olympic Games[J].Journal of Building Structures,2007,28(6):58-67(inChinese)
[33]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):729-735LUO Yong-feng,LIU Hui-juan,HAN Qing-hua,et al.Analysis method of dynamic stability of suspended-domestructures[J].Journal of Southwest Jiaotong University,2008,43(6):729-735(in Chinese)
[34]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):131-137CHEN Zhi-hua,ZHANG Li-ping,LI Yang,et al.Studieson dynamic properties of real suspendome structure on site[J].Engineering Mechanics,2007,24(3):131-137(inChinese)
[35]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):68-75ZHANG Ai-lin,WANG Dong-mei,LIU Xue-chun,et.al.Dynamic performance experiment and theoretical analysis onthe suspend-dome structure model of the badmintongymnasium for 2008 Olympic Games[J].Journal of BuildingStructures,2007,28(6):68-75(in Chinese)
[36]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):91-97LI Yong-mei,ZHANG Yi-gang.Dynamic characteristics ofkiewitt cable-supported lattice shells[J].World EarthquakeEngineering,2007,23(1):91-97(in Chinese)
[37]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):646-650ZHANG Zhi-hong,ZHANG Ming-shan,DONG Shi-lin.Dynamic analysis of suspend-dome[J].Chinese Journal ofComputational Mechanics,2005,22(6):646-650(in Chinese)
[38]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):67-75CUI Xiao-qiang,GUO Yan-lin.Seismic behaviors of suspen-dome structure[J].Earthquake Engineering and EngineeringVibration,2005,25(1):67-75(in Chinese)
[39]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):38-40,45ZHUO Xin,Ishikawa koichiro.Tensile force compensationanalysis method and application in prestressed space gridstructures tension construction[J].China Civil EngineeringJournal,2004,37(4):38-40,45(in Chinese)
[40]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):76-81LI Yong-mei,ZHANG Yi-gang,YANG Qing-shan.Determination of cable forces during construction for cable-supported lattice shells[J].Journal of Building Structures,2004,25(4):76-81(in Chinese)
[41]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):39-44WANG Shu,ZHANG Guo-jun,ZHANG Ai-lin,et al.Theprestress loss analysis of cable-strut joint of the badmintongymnasium for 2008 Olympic Games[J].Journal of BuildingStructures,2007,28(6):39-44(in Chinese)
[42]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):14-20LI Zhi-qiang,ZHANG Zhi-hong,YUAN Xing-fei,et al.Construction analysis of the suspen-dome for the Gymnasiumof Ji Nan Olympic Sports Center[J].Spatial Structures,2008,14(4):14-20(in Chinese)
[43]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):1051-1057ZHANG Guo-fa,DONG Shi-lin,ZHUO Xin,et al.Researchon sliding cable in construction of suspend-dome structures[J].Journal of Zhejiang University(Engineering Science),2008,42(6):1051-1057(in Chinese)
[44]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):39-42ZHANG Guo-fa,DONG Shi-lin,ZHUO Xin.Displacementcompensation analysis method and application in correction ofcable force in structures[J].Journal of Building Structures,2008,29(2):39-42(in Chinese)
[45]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):33-36WANG Yong-quan,GUO Zheng-xin,LUO Bin,et al.Prestressed cable construction of large-span elliptic suspen-dome in Changzhou gymnasium[J].ConstructionTechnology,2008,37(3):33-36(in Chinese)
[46]郭正兴,石开荣,罗斌,等.武汉体育馆索承网壳钢屋盖顶升安装及预应力拉索施工[J].施工技术,2006,35(12):51-58GUO Zheng-xing,SHI Kai-rong,LUO Bin,et al.Liftinginstallation and prestressed cable construction of cable-suspended reticulated shell of steel roof in WuhanGymnasium[J]Construction Technology,2006,35(12):51-58(in Chinese)
[47]王永泉,郭正兴,罗斌,等.大跨度椭球形弦支穹顶预应力张拉成形方法对比分析[J].施工技术,2008,37(3):26-28WANG Yong-quan,GUO Zheng-xing,LUO Bin,et al.Comparative analysis on forming method for large-spanelliptic suspended-dome prestress engineering[J].Construction Technology,2008,37(3):26-28(in Chinese)
[48]丁洁民,孔丹丹,杨晖柱,等.安徽大学体育馆屋盖张弦网壳结构的试验研究与静力分析[J].建筑结构学报,2008,29(1):24-30DING Hao-min,KONG Dan-dan,YANG Hui-zhu,et al.Experimental study and static analysis of cable-strutsupported shell structure of Anhui University Gymnasium[J].Journal of Building Structures,2008,29(1):24-30(inChinese)
[49]司波,秦杰,张然,等.正六边形平面弦支穹顶结构施工技术[J].施工技术,2008,37(4):56-58SI Bo,QIN Ji,ZHANG Ran,et.al.Construction technologyof regular-hexagon plane suspended dome[J].ConstructionTechnology,2008,37(4):56-58(in Chinese)
[50]王立维,杨文,杨曦.渝北体育馆屋盖弦支穹顶的设计[C]//庆祝刘锡良教授八十华诞暨第八届全国现代结构工程学术研讨会论文集.天津:2008:396-401
[51]耿艳丽,孙文波,朱昊梁,等.南沙体育馆屋盖结构设计[J].钢结构,2010,25(1):14,21-23GENG Yan-li,SUN Wen-bo,ZHU Hao-liang,et al.Thedesign of roof structure of Nansha Gymnasium[J].SteelConstruction,2010,25(1):14,21-23(in Chinese)
[52]张志宏,傅学怡,董石麟,等.济南奥体中心体育馆弦支穹顶结构设计[J].空间结构,2008,14(4):8-13ZJAMG Zhi-hong,FU Xue-yi,DONG Shi-lin,et al.Structural design of the suspen-dome for the Gymnasium ofJinan Olympic Sports Center[J].Spatial Structures,2008,14(4):8-13(in Chinese)
[53]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):18-20CHEN Zhi-hua,YAN Xiang-yu,LIU Hong-bo,et al.Large-span hybrid structure of suspendome with stacked arch inChiping Gymnasium[J].Building Structure,2009,39(7):18-20(in Chinese)
[54]张毅刚,白正仙.昆明柏联广场中厅索承网壳的设计研究[J].智能建筑与城市信息,2003,6(1):60-63ZHANG Yi-gang,BAI Zheng-xian.The design of suspen-dome structure in Kunming Bolian Square[J].ComputerAided Design and Intelligent Buliding,2003,6(1):60-63(inChinese)
[55]张爱林,葛家琪,刘学春.2008奥运会羽毛球馆大跨度新型弦支穹顶结构体系的优化设计选定[J].建筑结构学报,2007,28(6):1-9ZHANG Ai-lin,GE Jia-qi,LIU Xue-chun.Optimization anddetermination of prestressed suspend-dome system of thebadminton gymnasium for 2008 Olympic Games[J].Journalof Building Structures,2007,28(6):1-9(in Chinese)
[56]郭正兴,王永泉,罗斌,等.济南奥体中心体育馆大跨度弦支穹顶预应力拉索施工[J].施工技术,2008,37(5):133-135GUO Zheng-xing,WANG Yong-quan,LUO Bin,et al.Prestressed cable construction of large-span suspended-domein Jinan Olympic Center Gymnasium[J].ConstructionTechnology,2008,37(5):133-135(in Chinese)
[57]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):12,18-20CHEN Zhi-hua,YAN Xiang-yu,LIU Hong-bo,et al.Large-span hybrid structure of suspendome with stacked arch inChiping Gymnasium[J].Building Structure,2009,39(7):12,18-20(in Chinese)
[58]范峰,陈小培,金晓飞,等.营口市奥体中心体育馆屋盖结构优化选型[J].哈尔滨工业大学学报,2008,40(12):1910-1913FAN Feng,CHEN Xiao-pei,JIN Xiao-fei,et al.Optimizationdesign of the gymnasium roof structure in Olympic Center ofYingkou[J].Journal of Harbin Institute of Technology,2008,40(12):1910-1913(in Chinese)
[59]吴宏磊,丁洁民,何志军,等.连云港体育馆屋面弦支穹顶结构分析与设计[J].建筑结构,2008,38(9):32-36WU Hong-lei,DING Jie-min,HE Zhi-jun,et al.Structuralanalysis and design of suspendome roof of Gymnasium ofLianyungang[J].Building Structure,2008,38(9):32-36(inChinese)
[60]肖全东.铸钢索夹节点在弦支穹顶结构中的应用[J].茂名学院学报,2008,18(1):70-73XIAO Quan-dong.The application of cast-steel clamp jointsto suspend-dome structure[J].Journal of MaomingUniversity,2008,18(1):70-73(in Chinese)
[61]葛家琪,王树,梁海彤,等.2008奥运会羽毛球馆新型弦支穹顶预应力大跨度钢结构设计研究[J].建筑结构学报,2007,28(6):10-21,51GE Jia-qi,WANG Shu,LIANG Hai-tong,et al.Design andresearch of the large-span steel structure of the badmintongymnasium for 2008 Olympic Games[J].Journal of BuildingStructures,2007,28(6):10-21,51(in Chinese)
[2]Masao Saitoh and Kurasiro Tosiya.A study on structuralbehaviors of beam string structure[C]//Summaries oftechnical papers of annual meeting architectural institute ofJapan,Tokyo,Japan,B1.1985:280?284
[3]Mamoru Kawaguchi,Masaru Abe,Tatsuo Hatato et al.Ona structural system“suspen-dome”system[C].Proceedingsof IASS Symposium,Istanbul,1993:523-530
[4]中国博士后科学基金:张弦穹顶的静力性能研究[R](中博基[98]9号)
[5]陈志华.弦支穹顶结构体系及其结构特性分析[J].建筑结构,2004,34(5):38-41CHEN Zhi-hua.Suspen-dome structure system andcharacteristic analysis[J].Building Structure,2004,34(5):38-41(in Chinese)
[6]陈志华,郭云,李阳.弦支穹顶结构预应力及动力性能理论与试验研究[J].建筑结构,2004,34(5):42-45CHEN Zhi-hua,GUO Yun,LI Yang.Experimental researchand analysis of the prestress and dynamic behavior forsuspen-dome structure system[J].Building Structure,2004,34(5):42-45(in Chinese)
[7]陈志华,窦开亮,左晨然.弦支穹顶结构的稳定性分析[J].建筑结构,2004,34(5):46-48CHEN Zhi-hua,DOU Kai-liang,ZUO Chen-ran.Analysis ofthe stability of suspen-dome structure[J].BuildingStructure,2004,34(5):46-48(in Chinese)
[8]陈志华,乔文涛,闫翔宇,等.弦支筒壳结构体系:中国,200820075205.6[P].2009-04-01CHEN Zhi-hua,QIAO Wen-tao,YAN Xiang-yu,et al.Cablesupported barrel vault structure:China,200820075205.6[P].2009-04-01(in Chinese)
[9]刘红波,陈志华,周婷.一种新型预应力空间结构形式———弦支拱壳结构[J].工业建筑,2010,40(8):10-12LIU Hong-bo,CHEN Zhi-hua,ZHOU Ting.A new spatialstructures:cable supported arch-dome structures[J].Industrial Construction,2010,40(8):10-12(in Chinese)
[10]陈志华,乔文涛.弦支混凝土集成屋盖及其基本特性分析[J].建筑结构,2010,40(11):22-25CHEN Zhi-hua,QIAO Wen-tao.Analysis on basiccharacteristics of cable supported concrete roof structure[J].Building Structure,2010,40(11):22-25(in Chinese)
[11]曲秀姝,陈志华,乔文涛.弦支钢丝网架混凝土夹芯板的基本特性分析[J].工业建筑,2010,40(8):30-34QU Xiu-shu,CHEN Zhi-hua,QIAO Wen-tao.Analysis ofbasic characteristics of cable supported concrete sandwichboard with wire mesh[J].Industrial Construction,2010,40(8):30-34(in Chinese)
[12]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,2003GUO Yun.Shape analysis,dynamic properties study andstatic and dynamic field tests of suspendome stucture[D].Tianjin:Tianjin University(in Chinese)
[13]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):1-7GUO Jia-min,DONG Shi-lin,YUAN Xing-fei.Morphological analysis of suspend-dome structures andpractical analysis method[J].China Civil EngineeringJournal,2008,41(12):1-7(in Chinese)
[14]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
[15]KANG Wen-jiang,CHEN Zhi-hua,Heung-Fai LAM,et al.Analysis and design of the general and outmost-ring stiffedsuspen-dome structures[J].Engineering Structures,2003,25(13):1685-1695
[16]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):8-12ZHANG Ming-shan,DONG Shi-lin,ZHANG Zhi-hong.Distribution of initial pre-stress and stability analysis ofsuspen-dome[J].Spatial Structures,2004,10(2):8-12(inChinese)
[17]张明山,包红泽,张志宏,等.弦支穹顶结构的预应力优化设计[J],空间结构,2004,10(3):26-30ZHANG Ming-shan,BAO Hong-ze,ZHANG Zhi-hong,et.al.Optimal prestress design of suspen-domes[J].SpatialStructures,2004,10(3):26-30(in Chinese)
[18]CHEN Zhi-hua,LIU Hong-bo.Design optimization andstructural property study on suspen-dome with stacked archin chiping gymnasium[C]//Proceedings of the InternationalAssociation for Shell and Spatial Structures(IASS)Symposium 2009,Valencia:1391-1398
[19]Mamoru Kawaguchi,Masaru Abe,Tatsuo Hatato,et al.On a structural system“suspen-dome”system[C]//Proceedings of IASS Symposium,Istanbul,1993:523-530
[20]李禄.基于张拉整体理论的悬支穹顶的理论与试验分析[D].天津:天津大学,2000LI Lu.Theoretical and experimental research on the suspen-dome structrues based on the tensegrity theory[D].Tianjin:Tianjin University,2000(in Chinese)
[21]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):34-40CHEN Zhi-hua,LI Yang,KANG Wen-jiang.Analysis oflamella suspendome systems[J].China Civil EngineeringJournal,2005,38(5):34-40(in Chinese)
[22]Kitipornchai,KANG Wen-jiang,Heung-Fai LAM et al.Facters affecting the design and construction of lamellasuspendome systemes[J].Journal of Constructional SteelResearch,2005,61(6):764-785
[23]GAO Bo-qing,WENG En-hao.Sensitivity analyses of cablesto suspen-dome structural system[J].Journal of ZhejiangUniversity Science(English Edition),2004,5(9):1045-1052
[24]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):944-950CHEN Zhi-hua,FENG Zhen-chang,QIN Ya-li,et al.Theoretical analysis and actual experimental research onstatic characteristics of suspendome structure[J].Journal ofTianjin University,2006,39(8):944-950(in Chinese)
[25]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):47-53CHEN Zhi-hua,QIN Ya-li,ZHAO Jian-bo,et al.Anexperimental study on rigid suspendome structures[J].China Civil Engineering Journal,2006,39(9):47-53(inChinese)
[26]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):1300-1303CUI Xiao-qiang,GUO Yan-lin,YE Ke-ming.Application ofgliding hoop cable joint in suspen-dome structures[J].Journal of Tongji University(Natural Science),2004,32(10):1300-1303(in Chinese)
[27]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):74-79CUI Xiao-qiang,GUO Yan-lin.Elastic ultimate capacity ofkiewitt suspen dome[J].Journal of Building Structures,2003,24(1):74-79(in Chinese)
[28]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):25-30LI Yong-mei,ZHANG Yi-gang.Stability and static analysisof cable-supported lattice shells[J].Spatial Structures,2003,9(1):25-30(in Chinese)
[29]CHEN Zhi-hua,LI Yang.Parameter analysis on stability ofa suspendome[J].International Journal of Space Structure,2005,20(2):115-124
[30]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):22-30GE Jia-qi,ZHANG Guo-jun,WANG Shu,et.al.The overallstability analysis of the suspend-dome structure system ofthe badm inton gymnasium for 2008 O lympic Games[J].Journal of Building Structures,2007,28(6):22-30(inChinese)
[31]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):76-82LIU Xue-chun,ZHANG Ai-lin,GE Jia-qi.Study on theinfluence of construction deviation random distribution on theintegral stability of suspend-dome[J].Journal of BuildingStructures,2007,28(6):76-82(in Chinese)
[32]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):58-67ZHANG Ai-lin,LIU Xue-chun,WANG Dong-mei,et al.Static experimental study on the model of the suspend-domeof the badminton gymnasium for 2008 Olympic Games[J].Journal of Building Structures,2007,28(6):58-67(inChinese)
[33]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):729-735LUO Yong-feng,LIU Hui-juan,HAN Qing-hua,et al.Analysis method of dynamic stability of suspended-domestructures[J].Journal of Southwest Jiaotong University,2008,43(6):729-735(in Chinese)
[34]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):131-137CHEN Zhi-hua,ZHANG Li-ping,LI Yang,et al.Studieson dynamic properties of real suspendome structure on site[J].Engineering Mechanics,2007,24(3):131-137(inChinese)
[35]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):68-75ZHANG Ai-lin,WANG Dong-mei,LIU Xue-chun,et.al.Dynamic performance experiment and theoretical analysis onthe suspend-dome structure model of the badmintongymnasium for 2008 Olympic Games[J].Journal of BuildingStructures,2007,28(6):68-75(in Chinese)
[36]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):91-97LI Yong-mei,ZHANG Yi-gang.Dynamic characteristics ofkiewitt cable-supported lattice shells[J].World EarthquakeEngineering,2007,23(1):91-97(in Chinese)
[37]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):646-650ZHANG Zhi-hong,ZHANG Ming-shan,DONG Shi-lin.Dynamic analysis of suspend-dome[J].Chinese Journal ofComputational Mechanics,2005,22(6):646-650(in Chinese)
[38]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):67-75CUI Xiao-qiang,GUO Yan-lin.Seismic behaviors of suspen-dome structure[J].Earthquake Engineering and EngineeringVibration,2005,25(1):67-75(in Chinese)
[39]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):38-40,45ZHUO Xin,Ishikawa koichiro.Tensile force compensationanalysis method and application in prestressed space gridstructures tension construction[J].China Civil EngineeringJournal,2004,37(4):38-40,45(in Chinese)
[40]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):76-81LI Yong-mei,ZHANG Yi-gang,YANG Qing-shan.Determination of cable forces during construction for cable-supported lattice shells[J].Journal of Building Structures,2004,25(4):76-81(in Chinese)
[41]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):39-44WANG Shu,ZHANG Guo-jun,ZHANG Ai-lin,et al.Theprestress loss analysis of cable-strut joint of the badmintongymnasium for 2008 Olympic Games[J].Journal of BuildingStructures,2007,28(6):39-44(in Chinese)
[42]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):14-20LI Zhi-qiang,ZHANG Zhi-hong,YUAN Xing-fei,et al.Construction analysis of the suspen-dome for the Gymnasiumof Ji Nan Olympic Sports Center[J].Spatial Structures,2008,14(4):14-20(in Chinese)
[43]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):1051-1057ZHANG Guo-fa,DONG Shi-lin,ZHUO Xin,et al.Researchon sliding cable in construction of suspend-dome structures[J].Journal of Zhejiang University(Engineering Science),2008,42(6):1051-1057(in Chinese)
[44]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):39-42ZHANG Guo-fa,DONG Shi-lin,ZHUO Xin.Displacementcompensation analysis method and application in correction ofcable force in structures[J].Journal of Building Structures,2008,29(2):39-42(in Chinese)
[45]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):33-36WANG Yong-quan,GUO Zheng-xin,LUO Bin,et al.Prestressed cable construction of large-span elliptic suspen-dome in Changzhou gymnasium[J].ConstructionTechnology,2008,37(3):33-36(in Chinese)
[46]郭正兴,石开荣,罗斌,等.武汉体育馆索承网壳钢屋盖顶升安装及预应力拉索施工[J].施工技术,2006,35(12):51-58GUO Zheng-xing,SHI Kai-rong,LUO Bin,et al.Liftinginstallation and prestressed cable construction of cable-suspended reticulated shell of steel roof in WuhanGymnasium[J]Construction Technology,2006,35(12):51-58(in Chinese)
[47]王永泉,郭正兴,罗斌,等.大跨度椭球形弦支穹顶预应力张拉成形方法对比分析[J].施工技术,2008,37(3):26-28WANG Yong-quan,GUO Zheng-xing,LUO Bin,et al.Comparative analysis on forming method for large-spanelliptic suspended-dome prestress engineering[J].Construction Technology,2008,37(3):26-28(in Chinese)
[48]丁洁民,孔丹丹,杨晖柱,等.安徽大学体育馆屋盖张弦网壳结构的试验研究与静力分析[J].建筑结构学报,2008,29(1):24-30DING Hao-min,KONG Dan-dan,YANG Hui-zhu,et al.Experimental study and static analysis of cable-strutsupported shell structure of Anhui University Gymnasium[J].Journal of Building Structures,2008,29(1):24-30(inChinese)
[49]司波,秦杰,张然,等.正六边形平面弦支穹顶结构施工技术[J].施工技术,2008,37(4):56-58SI Bo,QIN Ji,ZHANG Ran,et.al.Construction technologyof regular-hexagon plane suspended dome[J].ConstructionTechnology,2008,37(4):56-58(in Chinese)
[50]王立维,杨文,杨曦.渝北体育馆屋盖弦支穹顶的设计[C]//庆祝刘锡良教授八十华诞暨第八届全国现代结构工程学术研讨会论文集.天津:2008:396-401
[51]耿艳丽,孙文波,朱昊梁,等.南沙体育馆屋盖结构设计[J].钢结构,2010,25(1):14,21-23GENG Yan-li,SUN Wen-bo,ZHU Hao-liang,et al.Thedesign of roof structure of Nansha Gymnasium[J].SteelConstruction,2010,25(1):14,21-23(in Chinese)
[52]张志宏,傅学怡,董石麟,等.济南奥体中心体育馆弦支穹顶结构设计[J].空间结构,2008,14(4):8-13ZJAMG Zhi-hong,FU Xue-yi,DONG Shi-lin,et al.Structural design of the suspen-dome for the Gymnasium ofJinan Olympic Sports Center[J].Spatial Structures,2008,14(4):8-13(in Chinese)
[53]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):18-20CHEN Zhi-hua,YAN Xiang-yu,LIU Hong-bo,et al.Large-span hybrid structure of suspendome with stacked arch inChiping Gymnasium[J].Building Structure,2009,39(7):18-20(in Chinese)
[54]张毅刚,白正仙.昆明柏联广场中厅索承网壳的设计研究[J].智能建筑与城市信息,2003,6(1):60-63ZHANG Yi-gang,BAI Zheng-xian.The design of suspen-dome structure in Kunming Bolian Square[J].ComputerAided Design and Intelligent Buliding,2003,6(1):60-63(inChinese)
[55]张爱林,葛家琪,刘学春.2008奥运会羽毛球馆大跨度新型弦支穹顶结构体系的优化设计选定[J].建筑结构学报,2007,28(6):1-9ZHANG Ai-lin,GE Jia-qi,LIU Xue-chun.Optimization anddetermination of prestressed suspend-dome system of thebadminton gymnasium for 2008 Olympic Games[J].Journalof Building Structures,2007,28(6):1-9(in Chinese)
[56]郭正兴,王永泉,罗斌,等.济南奥体中心体育馆大跨度弦支穹顶预应力拉索施工[J].施工技术,2008,37(5):133-135GUO Zheng-xing,WANG Yong-quan,LUO Bin,et al.Prestressed cable construction of large-span suspended-domein Jinan Olympic Center Gymnasium[J].ConstructionTechnology,2008,37(5):133-135(in Chinese)
[57]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):12,18-20CHEN Zhi-hua,YAN Xiang-yu,LIU Hong-bo,et al.Large-span hybrid structure of suspendome with stacked arch inChiping Gymnasium[J].Building Structure,2009,39(7):12,18-20(in Chinese)
[58]范峰,陈小培,金晓飞,等.营口市奥体中心体育馆屋盖结构优化选型[J].哈尔滨工业大学学报,2008,40(12):1910-1913FAN Feng,CHEN Xiao-pei,JIN Xiao-fei,et al.Optimizationdesign of the gymnasium roof structure in Olympic Center ofYingkou[J].Journal of Harbin Institute of Technology,2008,40(12):1910-1913(in Chinese)
[59]吴宏磊,丁洁民,何志军,等.连云港体育馆屋面弦支穹顶结构分析与设计[J].建筑结构,2008,38(9):32-36WU Hong-lei,DING Jie-min,HE Zhi-jun,et al.Structuralanalysis and design of suspendome roof of Gymnasium ofLianyungang[J].Building Structure,2008,38(9):32-36(inChinese)
[60]肖全东.铸钢索夹节点在弦支穹顶结构中的应用[J].茂名学院学报,2008,18(1):70-73XIAO Quan-dong.The application of cast-steel clamp jointsto suspend-dome structure[J].Journal of MaomingUniversity,2008,18(1):70-73(in Chinese)
[61]葛家琪,王树,梁海彤,等.2008奥运会羽毛球馆新型弦支穹顶预应力大跨度钢结构设计研究[J].建筑结构学报,2007,28(6):10-21,51GE Jia-qi,WANG Shu,LIANG Hai-tong,et al.Design andresearch of the large-span steel structure of the badmintongymnasium for 2008 Olympic Games[J].Journal of BuildingStructures,2007,28(6):10-21,51(in Chinese)
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