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Home > Archive>Volume 49, Issue 7, 2021 >1004-1012. DOI:10.11908/j.issn.0253-374x.20483
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System Selection and Key Design Issues for Steel-timber Hybrid Structure of Natatorium
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1.Architecture Design & Research Institute of Tongji University， Shanghai 200092， China;2.College of Civil Engineering，Tongji University，Shanghai 200092，China

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TP393.3

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    Abstract:

    A steel-glulam hybrid reticulated shell structure is adopted in the Chongming Natatorium. Based on the analysis of the mechanical properties of glulam and the static force of the natatorium structure， the reasonable application range of steel and glulam for the reticulated roof is calculated. Then， the effect of the stiffness of steel splint-timber structure connection node on the overall stiffness of the structure is discussed， and the actual stiffness of the node is obtained by node experiments. Referring to “Technical Specification for Spatial Reticulated Structures” on the stability analysis and ultimate bearing capacity calculation method of the reticulated shell structure， due to the material defects and non-plastic development capacity of the timber， the safety factor of elasto-plastic ultimate bearing capacity for the steel-timber hybrid reticulated shell structure is recommended to be 4.2.

    Reference
    [1] 张月强， 丁洁民， 张峥. 大跨度钢木组合结构的应用特点与实践[J]. 建筑技艺， 2018（11）：16.
    [2] 张月强，丁洁民，张峥.体育建筑中建筑与结构的协调设计[J].建筑技艺，2017（8）：86.
    [3] 刘伟庆，杨会峰.现代木结构研究进展[J].建筑结构学报，2019，40（2）：16.
    [4] 夏建中，淡浩.大跨度钢、木混合结构屋盖设计并基于实例分析对抗震性能的研究[J].地震工程学报，2019，41（4）：853.
    [5] 朱红，张翔.钢木混合结构在大跨度结构体系中的应用[J].建筑技术，2019，50（4）：433.
    [6] 陈路伟，曹辉.大跨度钢、木混合结构屋盖施工工艺研究[J].建筑施工，2018，40（2）：195.
    [7] WEBER J， HUGUES T， STEIGER L. Timber construction： details， products， case studies[M]. Munich： GmbH & Co.KG.， 2004.
    [8] MCMULLIN P W， PRICE J S. Timber design[M]. New York： Routledge，2017.
    [9] BANGASH M Y H. Structural detailing in timber：a comparative study of international codes and practices[M]. Caithness： Whittles Publishing Limited， 2009.
    [10] VILJAKAINEN M. The open timber construction system：architectural design[M]. [S.l.]： Vammalan Kirjapaino Oy.，1999.
    [11] LARSEN H J， ENJILY V. Practical design of timber structures to Eurocode 5[M]. London： Thomas Telford Publishing， 2009.
    [12] PORTEOUS J， KERMANI A. Structural timber design to Eurocode 5 [M]. Malden： Blackwell Publishing，2007.
    [13] 《木结构设计手册》编委会.木结构设计手册[M]. 北京：中国建筑工业出版社，2005.
    [14] 胶合木结构技术规范：GB50708—2012 [S].北京：中国建筑工业出版社，2012.
    [15] 空间网格结构技术规程：JGJ7—2010 [S].北京：中国建筑工业出版社，2010.
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ZHANG Yueqiang, DING Jiemin, ZHANG Zheng. System Selection and Key Design Issues for Steel-timber Hybrid Structure of Natatorium[J].同济大学学报(自然科学版),2021,49(7):1004~1012

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History
  • Received:November 20,2020
  • Online: July 29,2021
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