Recent Development and Engineering Practice of Spatial Structures in China

Suduo Xue

doi:10.13206/j.gjgSE20041904

Volume 35 Issue 7

Oct. 2020

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Suduo Xue. Recent Development and Engineering Practice of Spatial Structures in China[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(7): 1-16. doi: 10.13206/j.gjgSE20041904

Citation:

Suduo Xue. Recent Development and Engineering Practice of Spatial Structures in China[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(7): 1-16. doi: 10.13206/j.gjgSE20041904

Suduo Xue. Recent Development and Engineering Practice of Spatial Structures in China[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(7): 1-16. doi: 10.13206/j.gjgSE20041904

Citation:

Suduo Xue. Recent Development and Engineering Practice of Spatial Structures in China[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(7): 1-16. doi: 10.13206/j.gjgSE20041904

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Recent Development and Engineering Practice of Spatial Structures in China

doi: 10.13206/j.gjgSE20041904

Suduo Xue

Spatial Structures Research Center, Beijing University of Technology, Beijing 100124, China

Funds:

The author gratefully acknowledges the supports from the National Natural Science Foundation of China (51778017) and Beijing Natural Science Foundation (8172011).

Received Date: 2020-04-19

Abstract

Abstract

With the rapid development of Chinese economy, the demand for building large span spatial structures has been increasing in past few years to satisfy various requirements of culture, sports, transportation and other social events. Lots of spatial structures have been successfully constructed and great progress has been made on innovation and application of spatial structures in China. To describe the accomplishments and to promote further developments of spatial structures in China, this paper presents a summary and review on recent development and engineering practice of spatial structures in China in following aspects:1)application of spatial grid structures in airport terminals; 2)development of aluminum alloy spatial structures; 3)innovation of cable supported structures; 4)practice of membrane structures. Practical applications of spatial structures in engineering projects are introduced. The development review, application summary, structural design consideration, structural details of projects, and innovation of spatial structures are presented. This gives a good reference for further research and engineering practice of spatial structures.
- spatial structure,
- development and review,
- engineering practice,
- spatial grid structure,
- aluminum alloy spatial structure,
- cable-supported structure,
- membrane structure

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References(72)

References

Wang X Q. Architectural design of the terminal area of Beijing Daxing International Airport[J]. Architectural Journal, 2019(9):32-37. (in Chinese)

Shu W N,Zhu Z Y,Qi Y,et al. Design and research on terminal building of Beijing new airport[J]. Building Structure, 2016, 46(17):1-7. (in Chinese)

Shu W N,Zhu Z Y,Qin K, et al. Steel structural design of terminal building of Beijing new airport[J]. Building Structure, 2017, 47(18):1-5. (in Chinese)

Shu W N,Zhu Z Y,Zhang L, et al. Seismically isolated design on terminal building of Beijing new airport[J]. Building Structure, 2017, 47(18):6-9. (in Chinese)

Shu W N,Zhu Z Y. Application of steel structure in airport terminal building[J]. Construction Technology, 2011, 40(1):36-40. (in Chinese)

Zhu Z Y, Shu W N,Ke C H, et al. Application of the seismic isolation and mitigation technologies in large span structures of airport terminal buildings[J]. Spatial Structures, 2012, 18(1):17-24. (in Chinese)

Shu W N,Zhu Z Y,Bu L G,et al. Research and application of seismic isolation design of airport terminal structure[J]. Building Structure, 2019, 49(18):5-12. (in Chinese)

Shu W N,Li H F, Bu L G, et al. Multi-support and multi-dimension excitation seismic analysis on New Kunming Airport building[J]. Building Structure, 2009, 39(12):68-70. (in Chinese)

Shu W N,Zhu Z Y,Wang G Q, et al. Structural design on the building of Shenzhen Bao'an International Airport Terminal 3[J]. Building Structure, 2013, 43(17):9-15. (in Chinese)

Yang Y C,Zhu Z Y,Qin K,et al. Study on energy dissipation of Shenzhen Bao'an International Airport T3[J]. Building Structure, 2015, 45(18):87-90. (in Chinese)

Shen Z Y, Guo X N, Li Y Q. State-of-the-arts of research on aluminum alloy structures[J]. Journal of Building Structures, 2007, 28(6):100-109. (in Chinese)

Yang L P,Wei S,Zhang Q L. Aluminum reticulated spatial structures:state of the art and key issues[J]. Journal of Building Structures, 2013, 34(2):1-19. (in Chinese)

Zhang Q L. Applications researches and developments of aluminum alloy structures in China[J]. Construction Technology, 2018, 47(15):13-17. (in Chinese)

Ouyang Y W,Qiu L Q,Li Z Q. Application and development review of large-span aluminum alloy structure[J]. Building Structure, 2018, 48(14):1-7. (in Chinese)

Zhou X F, Zhang L L, Hu J Y, et al. Structure design of Shanghai Chenshan Botanical Garden greenhouses[J]. Industrial Construction, 2011, 41(11):30-35. (in Chinese)

Li Y M, Zhou X F, Zhang L L, et al. Experiment of sliding support of aluminum alloy structure for Shanghai Botanical Garden greenhouses[J]. Industrial Construction, 2011, 41(11):36-41. (in Chinese)

Zhang X F,Cui J C,Yin J. Structural design on large-span space freedom surface aluminum shell of the roof of Fo Ding Palace large dome in Nanjing Niushoushan Culture and Tourism Zone[J]. Building Structure, 2018, 48(14):8-13. (in Chinese)

Zhang X F,Yin J,Ouyang Y W, et al. Structural design on long-span space single-layer aluminum shell of the roof of Fo Ding Palace small dome in Nanjing Niushoushan Culture and Tourism Zone[J]. Building Structure, 2018, 48(14):19-23. (in Chinese)

Ouyang Y W, Sun X Y, Chen B, et al. Installation technology of large-span multi curvature irregular curved surface aluminium alloy roof[J]. Construction Technology, 2016, 45(14):58-63. (in Chinese)

Zhang Y Z,Zhang X F,Ouyang Y W. Structural design of steel tree-shaped columns of the large dome of Nanjing Niushou Mountain Usnisa Palace[J]. Building Structure, 2020, 50(3):34-39. (in Chinese)

Geiger D H, Stefanicck A, Chen D. The design and construction of two cable domes for the Korean Olympics[C]//Proceedings of IASS Symposium. Osaka:1986:265-272.

Geiger D H. Roof structure:United State, 4736553[P]. 1988-04-12.

Shi Q X, Zhu Z F, Pei J. Cable dome design in the steel structure of International High-Tech Garden in Taihu Lake in Wuxi city[J]. Building Structure, 2009, 39(S1):144-148. (in Chinese)

Hu Z P, Li T, Zhao N, et al. Structural design for the exhibition center in China Coal Trading Center of Taiyuan[J]. Building Structure, 2011, 41(9):16-21. (in Chinese)

He Z Z, Chen Z H, Hu Z P. Pre-tensioning technique and monitoring of cable dome in China (Taiyuan) Coal Trading Center[J]. Construction Technology, 2011, 40(19):27-29. (in Chinese)

Zhang G J, Ge J Q, Wang S, et al. Design and research on cable dome structural system of the National Fitness Center in Ejin Horo Banner Inner Mongolia[J]. Journal of Building Structures, 2012, 33(4):12-22. (in Chinese)

Hong G S, Huang L S, Sun F, et al. Construction technique for large cable dome of Ejin Horo Banner Sports Center[J]. Architecture Technology, 2011, 42(11):1012-1014. (in Chinese)

Yan X Y, Ma Q, Chen Z H, et al. Analysis and design of the hybrid-form cable dome of the Gymnasium in Tianjin University of Technology[J]. Progress in Steel Building Structures, 2019, 21(1):23-29. (in Chinese)

Feng Y, Xiang X A, Dong S L, et al. Design and research on tensegrity type cable dome with metal roof of Ya'an Tianquan Gymnasium[J]. Spatial Structures, 2019, 25(1):3-13. (in Chinese)

Xue S D, Gao Z Y, Li X Y, et al. A new prestressed spatial structure:rigid bracing dome[J]. Spatial Structures, 2013, 19(1):3-9. (in Chinese)

Dong S L, Tu Y. Structural system innovation of cable dome structures[J]. Journal of Building Structures, 2018, 39(10):85-92. (in Chinese)

Kawaguchi M, Abe M, Hatato T. On a structural system "suspen-dome" system[C]//Proceedings of IASS Symposium. Istanbul:1993:523-530.

Kawaguchi M, Abe M, Hatato T, et al. Structural tests on the "suspen-dome" system[C]//Proceedings of the IASS-ASCE Symposium. Atlanta:1994:383-392.

Chen Z H, Liu H B, Wang X D, et al. Review and forecast of suspendome structures[J]. Journal of Building Structures, 2010(S1):210-215. (in Chinese)

Dong S L, Xing D, Zhao Y. Application and development of modern long-span space structures in China[J]. Spatial Structures, 2012, 18(1):3-16. (in Chinese)

Fu X Y, Cao H, Zhang Z H, et al. Structural analysis of the Gymnasium of Jinan Olympic Sports Center[J]. Spatial Structures, 2008, 14(4):3-7. (in Chinese)

Zhang Z H, Fu X Y, Dong S L, et al. Structural design of the suspen-dome for the Gymnasium of Jinan Olympic Sports Center[J]. Spatial Structures, 2008, 14(4):8-13. (in Chinese)

Feng Y, Xia X, Wang L W, et al. Structural design of Changzhou Gymnasium and Exhibition Center[J]. Building Structure, 2010, 40(9):35-40. (in Chinese)

Huang L S, Gao G M, Bi Q H, et al. Construction installation method of steel roof in Changzhou Gymnasium[J]. Construction Technology, 2008, 37(3):29-32. (in Chinese)

Zhang A L, Ge J Q, Liu X C. Optimization and determination of prestressed suspend-dome system of the badminton gymnasium for 2008 Olympic Games[J]. Journal of Building Structures, 2007, 28(6):1-9. (in Chinese)

Ge J Q, Wang S, Liang H T, et al. Design and research of the large-span steel structure of the badminton gymnasium for 2008 Olympic Games[J]. Journal of Building Structures, 2007, 28(6):10-21. (in Chinese)

Cao Z G, Wu Y, Qian H L, et al. Design and analysis of giant grid suspend-dome of Dalian Centre Gymnasium[J]. Steel Construction, 2011, 26(1):37-42. (in Chinese)

Nie G B, Zhi X D, Fan F, et al. Study of the tension formation and static test of a suspendome for Dalian Gymnasium[J]. China Civil Engineering Journal, 2012, 45(2):1-10. (in Chinese)

Wu W Q, Liu H, Li C G, et al. Simulation analysis on construction process of cable-net roof structure in Guangdong Foshan Century Lotus Arena[J]. Construction Technology, 2008, 37(5):26-29. (in Chinese)

Chen J R, Zhang L. Construction technology of the prestress project of Foshan Shijilian Stadium[J]. Construction Technology, 2005, 34(7):21-23. (in Chinese)

Li R X, Li Y M, Jiang Q. Research on key structural design technologies of the cable-truss roof system in Zaozhuang Stadium[J]. Building Structure, 2018, 48(17):22-27. (in Chinese)

Li Z, Wang H J, Tu J, et al. Steel roof design of spoke-typed cable supported lattice structure for the Main Stadium of Seventh World Military Games[J]. Building Structure, 2019, 49(12):53-58. (in Chinese)

Cao J, Liu R J, Zhang L M, et al. Construction technology of Wuhan Dongxihu Stadium spoke cable-supported grid structure[J]. Construction Technology, 2019, 48(20):70-73. (in Chinese)

Sun W B, Chen W, Chen H X, et al. Design of wheel-spoke cable-membrane roof structure of Shenzhen Bao'an Stadium[J]. Building Structure, 2011, 41(10):47-49. (in Chinese)

Yu B, Liang C Z, Dong Y, et al. Key techniques of roof construction of spoke cable truss structure in Shenzhen Bao'an Stadium[J]. Building Structure, 2011, 41(11):74-77. (in Chinese)

Xu X M, Zhang S C, Gao F, et al. Structural design on steel roof of stadium of Suzhou Olympics Sports Center[J]. Building Structure, 2019, 49(23):1-6. (in Chinese)

Feng Y, Xiang X A, Wang H, et al. Mechanical behavior and form-finding research on large opening spoke-wheel-type cable supported grid structure[J]. Journal of Building Structures, 2019, 40(3):69-80. (in Chinese)

Wang F, Xu G, Lyu P, et al. Prestressed construction of the ring cantilever cable supported latticed structure in Xuzhou Olympic Sports Center Stadium[J]. Construction Technology, 2014, 43(14):78-82. (in Chinese)

Feng Y, Xiang X A, Wang L W, et al. Steel structural design of Zhengzhou Olympic Center stadium[J]. Journal of Building Structures, 2020, 41(5):11-22. (in Chinese)

Xue S D, Liu R J, Li X Y, et al. Concept proposal and feasibility verification of the annular crossed cable-truss structure[J]. International Journal of Steel Structures, 2017, 17(4):1549-1560.

Liu R J, Xue S D, Li X Y, et al. Preventing disproportionate displacements in an annular crossed cable-truss structure[J]. International Journal of Space Structures, 2017, 32(1):3-10.

Xue S D. Tension structures in China[J]. Journal of the International Association for Shell and Spatial Structures, 2006, 47(2):125-134.

Yang Y C, Chen B L, Zhu Z Y, et al. Major structure design of National Speed Skating Oval[J]. Building Structure, 2018, 48(20):1-4. (in Chinese)

Wang Z, Bai G B, Chen B L, et al. Steel structural design of National Speed Skating Oval[J]. Building Structure, 2018, 48(20):5-11. (in Chinese)

Zhang J X, Gao S D, Wang Z Q, et al. Key construction technology of long-span saddleback cable network structure of National Speed Skating Oval[J]. Construction Technology, 2019, 48(24):41-44. (in Chinese)

Gao S D, Zhang L, Wang Z L, et al. Key construction technique for wide-span U-shaped circular truss slippage of National Speed Skating Oval[J]. Architecture Technology, 2019, 50(4):464-467. (in Chinese)

Shen S Z, Fan F, Qian H L. Research on support structure scheme for active reflector of FAST[J]. Journal of Building Structures, 2010, 31(12):1-8. (in Chinese)

Zhu Z Y, Liu F, Zhang L, et al. Primary supporting structure design of five-hundred-meter Aperture Spherical Telescope (FAST)[J]. Spatial Structures, 2017, 23(2):3-8. (in Chinese)

Ding J Q, Wu W P, Cai L, et al. Construction for steel structure in five hundred meter Aperture Spherical Telescope of National Astronomical Observatories[J]. Construction Technology, 2014, 43(14):57-60. (in Chinese)

Zhang Q L. Application review and future development of membrane structures in China[J]. Building Structure, 2019, 49(19):55-64. (in Chinese)

Yang X, Jiang B L, Zhuang Y B, et al. Design on cable membrane and steel structure of roof for Changchun Olympic Park Stadium[J]. Building Structure, 2018, 48(24):7-12. (in Chinese)

Jin Z, He Y, Pan G H. Construction for the complex membrane structure of Yueqing Sports Center Stadium[J]. Construction Technology, 2016, 45(8):60-63. (in Chinese)

Yu D G, Li G J, Ai Y, et al. Spatial tensioning membrane structure construction for the large-span roof of Panjin Sports Center Stadium[J]. Construction Technology, 2015, 44(8):49-52. (in Chinese)

Zhang Y. The application of ETFE membrane structure in architecture[J]. New Building Materials, 2019(1):138-141. (in Chinese)

Li B, Chen Z H, Liu H B, et al. ETFE air cushion membrane structure[J]. Progress in Steel Building Structures, 2016, 18(5):1-9. (in Chinese)

Xue S D, Wang H, Li X Y. Shape optimization of pneumatic ETFE cushion structures[J]. Spatial Structures, 2014, 20(3):30-35. (in Chinese)

Xue S D. Technical guide for design and construction of inflated membrane structures[M]. Beijing:China Architecture & Building Press, 2019. (in Chinese)

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