STRUCTURAL DESIGN AND STABILITY ANALYSIS OF A COMPOSITE SPACE STRUCTURE COMPOSED OF CABLE-SUPPORTED ARCH TRUSS AND SINGLE-LAYER RETICULATED SHELL

YAN Renzhang; WAN Liyuan; ZHOU Jianting; WANG Shuai

doi:10.13204/j.gyjz202004019

Volume 50 Issue 4

Jun. 2020

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YAN Renzhang, WAN Liyuan, ZHOU Jianting, WANG Shuai. STRUCTURAL DESIGN AND STABILITY ANALYSIS OF A COMPOSITE SPACE STRUCTURE COMPOSED OF CABLE-SUPPORTED ARCH TRUSS AND SINGLE-LAYER RETICULATED SHELL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 103-110. doi: 10.13204/j.gyjz202004019

Citation:

YAN Renzhang, WAN Liyuan, ZHOU Jianting, WANG Shuai. STRUCTURAL DESIGN AND STABILITY ANALYSIS OF A COMPOSITE SPACE STRUCTURE COMPOSED OF CABLE-SUPPORTED ARCH TRUSS AND SINGLE-LAYER RETICULATED SHELL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 103-110. doi: 10.13204/j.gyjz202004019

Citation:

YAN Renzhang, WAN Liyuan, ZHOU Jianting, WANG Shuai. STRUCTURAL DESIGN AND STABILITY ANALYSIS OF A COMPOSITE SPACE STRUCTURE COMPOSED OF CABLE-SUPPORTED ARCH TRUSS AND SINGLE-LAYER RETICULATED SHELL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 103-110. doi: 10.13204/j.gyjz202004019

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STRUCTURAL DESIGN AND STABILITY ANALYSIS OF A COMPOSITE SPACE STRUCTURE COMPOSED OF CABLE-SUPPORTED ARCH TRUSS AND SINGLE-LAYER RETICULATED SHELL

doi: 10.13204/j.gyjz202004019

1. State Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong University, Chongqing 400074, China;
2. School of Civil Engineering, Chongqing Jiaotong University, Chongqing 400074, China;
3. Chongqing Aerospace Polytechnic College, Chongqing 400021, China

Received Date: 2019-09-20

Abstract

Abstract

The composite structure which is composed of cable-supported arch truss and single-layer cylindrical reticulated shell structure combines the advantages of cable-supported arch truss structure and single-layer reticulated shell structure, both the horizontal thrust to the supporting and the longitudinal span of the single-layer reticulated shell can be reduced, and the stability of the structure can be improved, resulting in longer span of the structure. Based on a long-span coal shed steel structure roof with a 198 m span, which needs to be supported on 15 m high single-row concrete columns, the design and analysis of the long-span cable-supported arch truss and single-layer cylindrical reticulated shell structure was carried out.After optimizing the prestress of the structure, the static and dynamic characteristics of the structure were analyzed in detail, the feasibility of the structure spanning nearly 200 m span was demonstrated then, and the internal force and deformation distribution of the structure under various possible load conditions were revealed. The ANSYS finite element analysis software was used to calculate both the linear elastic buckling characteristic value of the structure and the ultimate bearing capacity considering the double nonlinearity of material and geometry.

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References(22)

References

陈耀, 冯健, 盛平, 等. 新广州站内凹式索拱结构索夹节点抗滑性能分析[J].建筑结构学报, 2013, 34(5):27-32.

黄利锋, 冯健, 赵建, 等. 新广州站内凹式索拱结构模型静力试验研究[J]. 建筑结构学报, 2010, 31(7):111-117.

剧锦三, 郭彦林. 索-拱结构的平面内稳定性研究[J].建筑结构学报, 2001, 22(2):84-87.

CHEN Y, SAREH P, FENG J. Effective Insights into the Geometric Stability of Symmetric Skeletal Structures Under Symmetric Variations[J]. International Journal of Solids and Structures, 2015, 69-70:277-290.

王振, 杨大彬, 周观根, 等. 一次张拉V形腹杆内凹式索拱结构稳定承载力参数分析[J]. 建筑结构, 2017, 41(1):84-87.

郭彦林, 吕晶, 黄李骥, 等. 几种新型结构及构件的稳定性承载力研究与应用[J]. 工业建筑, 2004,34(增刊1):151-165.

赵曦辉, 吴碧野. 索拱桁架在大跨度干煤棚结构中的应用[J]. 建筑结构, 2016, 46(增刊1):519-522.

贺拥军, 张相扬, 周绪红. 交叉布索预应力立体桁架拱静力与稳定性研究[J]. 铁道科学与工程学报, 2016, 13(12):2420-2426.

袁婷. 索-拱结构平面外弹塑性稳定分析[J]. 低温建筑技术, 2011, 33(8):53-55.

朱奕锋, 赵伟, 蔡建国, 等. 基于剪式单元的预应力索拱开合结构的分析研究[J]. 钢结构, 2016, 31(7):37-41.

张竟乐, 赵金城, 许洪明. 单层网壳板式节点的刚度分析[J]. 工业建筑, 2005, 35(4):88-90.

朱奕锋, 吴向东, 曾滨, 等. 华能大厦单层柱面网壳的设计及分析[J]. 工业建筑, 2011, 41(7):96-100.

马凯, 杨勇. 厦门东海火炬科技园S3#楼大跨度多曲面单层网壳整体受力及稳定分析[J]. 建筑结构, 2017, 47(15):11-15.

张烨, 吕玉惠, 孙保金. 复杂曲面单层网壳结构的非线性稳定性分析研究[J]. 钢结构, 2017, 32(11):53-57.

马肖彤, 包超, 王秀丽, 等. 基于能量原理的单层网壳结构抗冲击性能简化分析方法研究[J]. 工业建筑, 2017, 47(11):155-162.

中华人民共和国住房和城乡建设部.建筑结构荷载规范:GB 50009-2012[S]. 北京:中国建筑工业出版社, 2012.

中华人民共和国建设部.塑料护套半平行钢丝拉索:CJ 3058-1996[S].北京:中国标准出版社,1996.

盛平, 柯长华, 甄伟, 等. 一种新型预应力索拱结构设计及工程应用[J]. 建筑结构, 2008, 38(1):117-120.

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.

CHEN Y, FENG J. Generalized Eigenvalue Analysis of Symmetric Prestressed Structures Using Group Theory[J]. Journal of Computing in Civil Engineering, 2012, 26(4):488-497.

张沛, 冯健. 张拉整体结构的稳定性判定及刚度分析[J]. 土木工程学报, 2013, 46(10):48-57.

陈志华. 空间钢结构APDL参数化计算与分析[M]. 北京:中国水利水电出版社, 2013.

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