RESEARCH ON THE SCHEME OF CABLE-SUPPORTED MEMBRANE ROOF OF CABLE-SUPPORTED STRUCTURE WITHOUT INNER HOOP

XUE Suduo; LU Jian; LI Xiongyan; LIU Renjie

doi:10.13204/j.gyjz202004018

Volume 50 Issue 4

Jun. 2020

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2020 > 50(4): 97-102,92

Liu Ming, Huang Maosong, Ma Jinrong. TESTING STUDY ON THE CLAY SOIL'S UNLOADING PROPERTIES UNDER HIGH STRESS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 71-74. doi: 10.13204/j.gyjz200508018

Citation:

XUE Suduo, LU Jian, LI Xiongyan, LIU Renjie. RESEARCH ON THE SCHEME OF CABLE-SUPPORTED MEMBRANE ROOF OF CABLE-SUPPORTED STRUCTURE WITHOUT INNER HOOP[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(4): 97-102,92. doi: 10.13204/j.gyjz202004018

Liu Ming, Huang Maosong, Ma Jinrong. TESTING STUDY ON THE CLAY SOIL'S UNLOADING PROPERTIES UNDER HIGH STRESS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 71-74. doi: 10.13204/j.gyjz200508018

Citation:

PDF( 3559 KB)

RESEARCH ON THE SCHEME OF CABLE-SUPPORTED MEMBRANE ROOF OF CABLE-SUPPORTED STRUCTURE WITHOUT INNER HOOP

doi: 10.13204/j.gyjz202004018

1. Spatial Research Centre, Beijing University of Technology, Beijing 100124, China;
2. Civil Engineering College Institute, Yantai University, Yantai 264000, China

Received Date: 2019-10-20

Abstract

Abstract

Considering the effect of covering membrane based on the cable-supported structure without inner hoop, the collaborative form-finding analysis of the whole model was carried out, and the steps of collaborative form-finding were given. The rationality of the results of the form-finding was demonstrated. Finally, static analysis, parametric analysis and dynamic analysis of the structure were carried out. The results showed that cable-supported membrane roof could resist external loads, but considering the drainage of membrane, folds and the area of single membrane, the structure was more suitable for small and medium span structures. Membrane self-weight, Poisson's ratio and prestress of side cables had little influence on cable-supported membrane roof, but elastic modulus and initial prestress of membrane had great effects on membrane roof. The vibration modes of the structure were mainly upward and downward vibration accompanied by local torsion of planar cable-truss frame, so there were no adverse effect on the force of integral structure.
- cable-supported structure without inner hoop,
- cable-supported membrane roof,
- collaborative form-finding,
- static and dynamic analysis,
- parametric analysis

FullText(HTML)

References(10)

References

魏议. 考虑裁切线的张拉膜结构找形及荷载分析[D].石家庄:河北科技大学,2015.

汤荣伟, 钱基宏, 宋涛, 等. 张拉结构找形分析理论研究进展[J].建筑科学,2013,29(1):107-110.

杨庆山,乔磊.考虑支承的大跨度索膜结构整体分析与设计[J].计算力学学报,2012,29(3):321-326.

孙文波,陈伟,陈汉翔,等.深圳宝安体育场屋盖轮辐式索膜结构设计[J].建筑结构,2011,41(10):47-49

,75.

金振,何勇,潘国华.乐清市体育中心体育场复杂膜结构施工技术[J].施工技术,2016,45(8):60-63.

LIU R J, LI X Y, XUE S D, et al. Numerical and Experimental Research on Annular Crossed Cable-Truss Structure Under Cable Rupture[J]. Earthquake Engineering and Engineering Vibration, 2017, 16(3):557-569.

LIU R J, XUE S D, LI X Y, et al. Preventing Disproportionate Displace-Ments in an Annular Crossed Cable-Truss Structure[J]. International Journal of Steel Structures, 2017, 32(1):3-10.

赵冉,魏德敏,孙文波,等.深圳宝安体育场屋盖索膜结构的找形和索的破断分析[J].工程力学,2010,27(增刊1):266-269.

李娟. 设内拉环的肋环型索穹顶的静动力特性分析[D].成都:西南交通大学,2014.

郭彦林,王昆,田广宇,等.车辐式张拉结构体型研究与设计[J].建筑结构学报,2013,34(5):1-10.

Relative Articles

[1]	ZHAO Bingzhen, HAN Yibo, LI Pengfei, LI Yang, CHEN Zhihua, WANG Jun, LIU Hongbo, WANG Tiansong, LIU Yang. Analysis of the Vertical Bearing Performance of a Double-Layer Steel Truss Bridge with Arched Stiffening Chords[J]. INDUSTRIAL CONSTRUCTION, 2025, 55(1): 52-57. doi: 10.3724/j.gyjzG24082604
[2]	LIU Hongbo, QIU Can, YUAN Yanpeng, GAO Xiujian, JING Sinan, LIU Wenrui, CHEN Zhihua. Experiments and Numerical Simulations for the Intersecting Joints of the Steel Structure of Shenzhen Universiade Comprehensive Transportation Hub Station[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(8): 78-86. doi: 10.3724/j.gyjzG24033103
[3]	LIU Mingliang, JIAO Yongkang, HAI Ran, LI Jiming, HUI Cun, ZHOU Chunjuan, YANG Pan. Static and Dynamic Response Analysis of Long-Span Concrete Girder with Chord Support[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 146-151,78. doi: 10.13204/j.gyjzG22060106
[4]	ZHOU Xuhong, LUO Yintao, WANG Wenling, WANG Yuhang, LU Yao. Optimizational Analysis on Structural Parameters and Study on Practical Deformation Analysis Methods for High-Rise Pile Cap Foundations of Offshore Wind Turbines[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 1-12. doi: 10.13204/j.gyjzG23022210
[5]	SONG Taiyu, ZHENG Xinguang, SUN Xuxia, BAI Zhijuan. Spatial Grid Model with Diagonal Beam Elements Based on the Optimization of Spatial Mechanical Behaviors[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 88-94. doi: 10.13204/j.gyjzG22081819
[6]	YU Jinghai, HAN Ping, LI Luchuan, YAN Xiangyu, ZHAO Siyu. Experimental and Finite Element Analysis of New Type of Cross-Shaped Gusset-Plate Support Connections to Slotted Tubular Memebers[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 129-137. doi: 10.13204/j.gyjzG20121409
[7]	HUANG Wenxiong, WANG Junhui, MEI Hongjie, QIN Xiang, LIU Yonghang. Mechanical Properties Test and Finite Element Analysis of Prefabricated CFST Column-RC Beam Frame with Embedded Steel[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 157-163. doi: 10.13204/j.gyjzG22062711
[8]	WANG Xudong, HUANG Zhenghua, HAN Han. Prediction of Fatigue Crack Initiation Life of Unstiffened CHS Steel Tube X-Joints Under Quasi-Static Loading[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(5): 83-89,225. doi: 10.13204/j.gyjzG21070802
[9]	YU Jinghai, HE Mengjie, ZHAO Yuyang, ZHANG Bo, TANG Yuxuan. EXPERIMENTAL STUDY OF COMPOSITE PRESTRESSED CONCRETE SLABS WITH CONCRETE-FILLED TUBULAR STEEL TRUSSES CONNECTED BY CLOSE JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 58-66. doi: 10.13204/j.gyjz202006010
[11]	Liu Renjie, Xue Suduo, Li Xiongyan, Sun Guojun. DYNAMIC RESPONSE ANALYSIS UNDER LOCAL DAMAGE OF CABLE OR ROD IN THE ANNULAR CROSSED CABLE-TRUSS STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 32-35. doi: 10.13204/j.gyjz201501006
[12]	Zhou Xiaoguo, Zhang Fuxing, Zhu Jiafeng, Peng Xiaolong. SENSITIVITY ANALYSIS OF PARAMETERS OF CABLES FOR STEEL MEGA FRAME AND CABLE-BRACED STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 132-136. doi: 10.13204/j.gyjz2001412022
[13]	Zhao Ran, Wang Xiaoping, Wei Demin, Sun Wenbo. FORM-FINDING METHOD OF CABLE-MEMBRANE STRUCTURES CONSIDERING CABLE FORCE-FINDING FROM APPROPRIATE MOMENT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(1): 118-120,130. doi: 10.13204/j.gyjz201301026
[14]	Weng Zhenjiang, Yin Lingfeng, Shan Jian, Tang Gan, Huang Wei, Wu Feng. AUTOMATIC EMPLACEMENT CONSTRUCTION METHODS OF LARGE SINGLE-LAYER PLANE CABLE NET CURTAIN WALL BASED ON FORM-FINDING ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 75-80. doi: 10.13204/j.gyjz201110019
[15]	Huang Ruixin, Li Aiqun, Zhang Zhiqiang, Zhao Gengwen. STATIC-DYNAMIC ANALYTICAL METHOD IN ENERGY－DISSIPATED DESIGN OF HIGH-RISE SHEAR-WALL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 42-46. doi: 10.13204/j.gyjz201007012
[16]	Tong Liping, Cao Yanbo, Si Ruijuan. RESEARCH ON THE FORM-FINDING ANALYSIS OF THE CLOSE COMBINED-ROOF MEMBRANE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(1): 96-99,105. doi: 10.13204/j.gyjz200801024
[17]	Su Jianhua, Han Dajian, Xu Qigong. FORM- FINDING ANALYSIS OF MEMBRANE STRUCTURES WITH ELASTIC SUPPORTS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 75-78. doi: 10.13204/j.gyjz200602022
[18]	Feng Ruoqiang, Wu Yue. STATIC AND DYNAMIC PERFORMANCE RESEARCH ON CABLE STRUCTURE OF POINT SUPPORTED GLAZING IN JIANGSU INFORMATION MANSION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 95-98. doi: 10.13204/j.gyjz200603025
[19]	Ma Haiyan, Shan Jian. FORM-FINDING OF MEMBRANE STRUCTURES BY DYNAMIC RELAXATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 103-105. doi: 10.13204/j.gyjz200508026

Supplements(0)

Cited By

Cited by

Periodical cited type(2)

1.	李鑫，张新蕾，苟强，贾九荣. 采动作用下不良地质隧道衬砌结构受力性能分析. 能源与环保. 2023(05): 293-298 .
2.	岳夏冰，吴定意，王奕丁，江黎. 外海大回淤沉管隧道沉降影响因素敏感性分析. 水资源与水工程学报. 2023(06): 164-172 .

Other cited types(1)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Get Citation

PDF

XML

Article Metrics

Article views (65) PDF downloads(2)