Development and Innovations of China's Spatial Structures over Forty Years

Yaozhi Luo; Guansen Dong

doi:10.13206/j.gjgS24080629

Volume 40 Issue 1

Jan. 2025

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Yaozhi Luo, Guansen Dong. Development and Innovations of China's Spatial Structures over Forty Years[J]. STEEL CONSTRUCTION(Chinese & English), 2025, 40(1): 1-17. doi: 10.13206/j.gjgS24080629

Citation:

Yaozhi Luo, Guansen Dong. Development and Innovations of China's Spatial Structures over Forty Years[J]. STEEL CONSTRUCTION(Chinese & English), 2025, 40(1): 1-17. doi: 10.13206/j.gjgS24080629

Yaozhi Luo, Guansen Dong. Development and Innovations of China's Spatial Structures over Forty Years[J]. STEEL CONSTRUCTION(Chinese & English), 2025, 40(1): 1-17. doi: 10.13206/j.gjgS24080629

Citation:

Yaozhi Luo, Guansen Dong. Development and Innovations of China's Spatial Structures over Forty Years[J]. STEEL CONSTRUCTION(Chinese & English), 2025, 40(1): 1-17. doi: 10.13206/j.gjgS24080629

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Development and Innovations of China's Spatial Structures over Forty Years

doi: 10.13206/j.gjgS24080629

Space Structures Research Center, Zhejiang University, Hangzhou 310058, China

Received Date: 2024-08-06

Abstract

Abstract

Spatial structures, widely utilized in long-span, large-space, and large-area buildings, playing a significant role in national infrastructure and urban development. China has become a major country in the field of spatial structures, gradually developing its own technological characteristics and steadily advancing toward becoming a strong nation in spatial structures. This paper summarized China’s 40-year development and innovative achievements in structural systems, theoretical methods, and engineering technologies of spatial structures. In terms of structural systems, this paper discussed the classification methods of modern spatial structures, and elaborated on the mechanical characteristics and engineering practices of three major categories: rigid, rigid-flexible, and flexible spatial structures. It demonstrated that China’s spatial structural systems were continuously expanding, exhibiting diversification and modernization trends. Regarding theoretical methods, the paper reviewed the evolution of theories and methods for spatial structural calculation, analysis, and design. It delved into several key issues, such as multi-stage whole-process simulation analysis methods, collaborative optimization and control analysis method for cable systems, finite particle method for structural complex behavior analysis, and spatial structure morphologies. In the aspect of engineering technology, the paper summarized the technological advancements in the design, construction, and operation maintenance phases. In design, the standard specification system had been improved, a series of specialized design software had been developed, and model testing and joint testing technologies had been established. In construction, various efficient construction technologies had been innovated, promoting digital and intelligent construction, and enhancing precision manufacturing and intelligent processing of members. For operation and maintenance, technologies such as structural sensing, data analysis, and state assessment had made certain progress and had been applied in engineering projects. Finally, the paper concluded with prospects for the future development of spatial structures in China, including the development of new structural systems, intelligent spatial structures, green and low-carbon spatial structures, and the assessment and reinforcement of existing spatial structures.
- spatial structures,
- development history,
- structural systems,
- theories and methodologies,
- engineering technologies

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References(71)

References

[1]	董石麟,罗尧治,赵阳.新型空间结构分析、设计与施工[M].北京:人民交通出版社, 2006.
[2]	董石麟.中国空间结构的发展与展望[J].建筑结构学报, 2010, 31(6):38-51.
[3]	蓝天.中国空间结构七十年成就与展望[J].建筑结构, 2019, 49(19):5-10.
[4]	董石麟.空间结构的发展历史、创新、形式分类与实践应用[J].空间结构, 2009, 15(3):22-43.
[5]	刘锡良.中国空间网格结构三十年的发展[J].工业建筑, 2013, 43(5):103-107.
[6]	张毅刚,薛素铎,杨庆山,等.大跨空间结构[M].北京:机械工业出版社, 2014.
[7]	浙江大学建筑工程学院.空间结构[M].北京:中国计划出版社, 2003.
[8]	董石麟,赵阳.三十年来中国现代大跨空间结构的体系发展与创新[C]//第十四届空间结构学术会议论文集.福州:2012.
[9]	Ge H B, Wan H P, Luo Y Z. Numerical investigation on stability of reticulated shell structures composed of built-up plate members[J]. Thin-Walled Structures, 2023, 192, 111121.
[10]	武岳,苏岩,乔刚.互承式空间网格结构找形方法研究[J].建筑结构学报, 2018, 39(7):11-17.
[11]	王帆,吴波,黄仕香,等.深圳大运中心体育馆铸钢节点构造选型和模型试验研究[J].建筑结构学报, 2010, 31(4):44-53.
[12]	董石麟,邢栋,赵阳.现代大跨空间结构在中国的应用与发展[J].空间结构, 2012, 18(1):3-16.
[13]	冯远,向新岸,王立维,等.郑州奥体中心体育场钢结构设计研究[J].建筑结构学报, 2020, 41(5):11-22.
[14]	贾水钟.太原植物园大跨胶合木网壳结构设计关键技术研究[J].建筑结构, 2022, 52(4):1-5 ,62.
[15]	覃阳,朱忠义,柯长华,等.北京2008年奥运会国家体育馆屋顶结构设计[J].建筑结构, 2008,38(1):12-15 ,29.
[16]	罗尧治,余佳亮.北京北站张弦桁架结构性能研究及工程优化[J].工业建筑, 2012, 42(11):115-120.
[17]	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):8-13.
[18]	吴逸枫,李宏胜,纪晗,等.瓯海奥体中心体育馆屋盖结构选型及分析[J].空间结构, 2023, 29(2):36-42.
[19]	刘伟,陈丽红.大直径高钒索研制[J].金属制品, 2015, 41(4):9-12 ,6.
[20]	沈世钊,徐崇宝.吉林滑冰馆预应力双层悬索屋盖[J].建筑结构学报, 1986(6):1-12.
[21]	张成,吴慧,高博青,等.肋环型索穹顶结构的几何法施工及工程应用[J].深圳大学学报(理工版), 2012, 29(3):10-15.
[22]	张国军,葛家琪,王树,等.内蒙古伊旗全民健身体育中心索穹顶结构体系设计研究[J].建筑结构学报, 2012, 33(4):12-22.
[23]	南仁东,姜鹏. 500 m口径球面射电望远镜(FAST)[J].机械工程学报, 2017, 53(17):1-3.
[24]	王哲,白光波,陈彬磊,等.国家速滑馆钢结构设计[J].建筑结构, 2018, 48(20):5-11.
[25]	廖扬,黄达达.膜结构建筑简介[J].建筑学报,1997(7):54-57.
[26]	赵秀福,黄达达,李中立,等.青岛颐中体育场索膜结构挑篷的设计与施工[J].建筑结构, 2001,31(12):61-65 ,70.
[27]	沈世钊.大跨空间结构的发展:回顾与展望[J].土木工程学报, 1998(3):5-14.
[28]	董石麟,夏亨熹.正交正放类网架结构的拟板(夹层板)分析法(上)[J].建筑结构学报, 1982,3(2):14-25.
[29]	董石麟.网状球壳的连续化分析方法[J].建筑结构学报, 1988(3):1-14.
[30]	沈世钊.中国悬索结构的发展[J].工业建筑, 1994,24(6):3-9.
[31]	沈世钊.网壳结构的稳定性[J].土木工程学报, 1999(6):11-19,25.
[32]	沈世钊.中国空间结构理论研究20年进展[C]//第十届空间结构学术会议论文集.北京:2002.
[33]	邱鹏.空间网格结构滑移法施工全过程分析方法及若干关键问题的研究[D].杭州:浙江大学, 2006.
[34]	罗尧治,陆金钰,王彬.结构多阶段施工分析方法及其应用[C]//第六届全国现代结构工程学术研讨会论文集.保定:2006.
[35]	范重,刘先明,胡天兵,等.国家体育场钢结构施工过程模拟分析[J].建筑结构学报, 2007,28(2):134-143.
[36]	周观根,张珈铭,刘坚,等.杭州奥体博览中心主体育场钢结构施工模拟分析[J].施工技术, 2014, 43(8):1-5.
[37]	罗尧治,沈雁彬.索穹顶结构初始状态确定与成形过程分析[J].浙江大学学报(工学版), 2004(10):84-90,137.
[38]	袁行飞,董石麟.索穹顶结构施工控制反分析[J].建筑结构学报, 2001,22(2):75-79 ,96.
[39]	陈联盟,董石麟,袁行飞.索穹顶结构施工成形理论分析和试验研究[J].土木工程学报, 2006(11):33-36,113.
[40]	王泽强,程书华,尤德清,等.索穹顶结构施工技术研究[J].建筑结构学报, 2012, 33(4):67-76.
[41]	曲晓宁,罗尧治,郑君华.基于改进遗传算法的预应力钢结构索张拉优化分析[J].工程力学, 2009, 26(9):131-137.
[42]	曲晓宁.预应力空间钢结构索张拉控制算法及试验研究[D].杭州:浙江大学, 2008.
[43]	Szabó B, Babuska I. Finite element analysis:method, verification and validation[M]. New Jersey:John Wiley&Sons Inc., 2021.
[44]	罗尧治,喻莹.结构复杂行为分析的有限质点法[M].北京:科学出版社, 2019.
[45]	Tang J, Zheng Y, Yang C, et al. Parallelized implementation of the finite particle method for explicit dynamics in GPU[J]. Computer Modeling in Engineering&Sciences, 2020, 122(1):5-31.
[46]	罗尧治.空间结构形态学[M].北京:科学出版社, 2022.
[47]	Zheng Y, Li S, Zhang J, et al. An enhanced simplified model for dynamic analysis of deployable Bennett linkages considering link cross-sectional size and contact[J]. International Journal of Solids and Structures, 2024, 286-287, 112583.
[48]	俞锋,许贤,罗尧治.基于平行四边形环链的旋转开合板式结构[J].浙江大学学报(工学版), 2019, 53(6):1040-1046.
[49]	中华人民共和国住房和城乡建设部.钢筋混凝土薄壳结构设计规程:JGJ 22-2012[S].北京:中国建筑工业出版社,2012.
[50]	中华人民共和国住房和城乡建设部.空间网格结构技术规程:JGJ 7-2010[S].北京:中国建筑工业出版社,2010.
[51]	中华人民共和国住房和城乡建设部.索结构技术规程:JGJ 257-2012[S].北京:中国建筑工业出版社,2012.
[52]	中国工程建设标准化协会.膜结构技术规程:CECS 158[DK]:2015[S].北京:中国计划出版社,2015.
[53]	王俊,赵基达,蓝天,等.大跨度空间结构发展历程与展望[J].建筑科学, 2013, 29(11):2-10.
[54]	罗尧治,董石麟.空间网格结构微机设计软件MSTCAD的开发[J].空间结构, 1995(3):53-59,64.
[55]	王轶.空间结构节点全方位加载试验装置设计与研究[D].杭州:浙江大学, 2005.
[56]	徐瑞龙,秦杰,张然,等.国家体育馆双向张弦结构预应力施工技术[J].施工技术, 2007(11):6-8.
[57]	李旻,许立新.五棵松体育馆整体累积滑移技术[J].施工技术, 2006(12):47-50.
[58]	周观根,刘扬.国家游泳中心钢结构施工技术[J].钢结构, 2006,21(3):1-5 ,43.
[59]	李久林,杨俊锋,杨庆德,等.国家体育场(鸟巢)工程施工新技术综述[J].建筑技术, 2008(8):564-575.
[60]	李小玥,徐双全,陈正立,等.杭州奥体中心主体育场工程关键施工技术[J].施工技术, 2016, 45(9):41-45 ,92.
[61]	傅文炜,罗尧治,万华平,等.基于表面应变的国家速滑馆拉索索力实测方法研究[J].土木工程学报, 2022, 55(9):9-16.
[62]	张晋勋,高树栋,王泽强,等.国家速滑馆大跨度马鞍形索网结构关键施工技术[J].施工技术, 2019, 48(24):41-44 ,8.
[63]	魏云亮,龚景海,李宝龙.螺栓球加工工艺及误差分析[J].空间结构, 2011, 17(4):82-86.
[64]	罗尧治,张楠.空间管桁结构相贯节点计算机放样[J].钢结构, 2002,17(2):59-61.
[65]	陈敏,邢栋,赵阳,等.世博轴阳光谷钢结构节点试验研究及有限元分析[J].建筑结构学报, 2010, 31(5):34-41.
[66]	盛林峰.世博轴阳光谷单层异形钢结构网壳节点制作工艺研究[J].建筑施工, 2009, 31(12):1015-1018.
[67]	周观根,刘贵旺,洪王东,等.杭州奥体博览中心主体育场钢结构罩棚加工关键技术[J].施工技术, 2014, 43(8):6-9.
[68]	罗尧治,赵靖宇.空间结构健康监测研究现状与展望[J].建筑结构学报, 2022, 43(10):16-28.
[69]	Luo Y, Liu X, Wan H P, et al. Field measurement of wind pressure on a large-scale spatial structure and comparison with wind tunnel test results[J]. Journal of Civil Structural Health Monitoring, 2021, 11(3):707-723.
[70]	Shen Y B, Yang P C, Zhang P F, et al. Development of a multitype wireless sensor network for the large-scale structure of the National Stadium in China[J/OL]. International Journal of Distributed Sensor Networks, 2013[2013-12-01] .https://10.1155/2013/709724.
[71]	中国工程建设标准化协会.大跨度钢结构监测技术规程:T/CECS 1339-2023[S].北京:中国计划出版社,2023.