STRUCTURAL ANALYSIS AND DESIGN OF MEMBRANE STRUCTURES

Wu Yue; Xu Chuanxi

doi:10.13204/j.gyjz200408024

Volume 34 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(8): 73-77

Liao Mingjin, Zhong Dongwang, Mo Jiyun, Duan Weidong, Zhu Yilin, Zhu Youlin. APPLICATIONS OF HOLISTIC HIDDEN STEEL FRAME SYSTEM IN REINFORCEMENT OF BRICK-CONCRETE BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 182-185. doi: 10.13204/j.gyjz2001411036

Citation:

Wu Yue, Xu Chuanxi. STRUCTURAL ANALYSIS AND DESIGN OF MEMBRANE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 73-77. doi: 10.13204/j.gyjz200408024

Citation:

Wu Yue, Xu Chuanxi. STRUCTURAL ANALYSIS AND DESIGN OF MEMBRANE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 73-77. doi: 10.13204/j.gyjz200408024

PDF( 0 KB)

STRUCTURAL ANALYSIS AND DESIGN OF MEMBRANE STRUCTURES

doi: 10.13204/j.gyjz200408024

Wu Yue¹,
Xu Chuanxi²

1.
1. Harbin Institute of Technology Harbin 150090;
2.
2. Right Tech(s) Pte Ltd Singapore

Received Date: 2004-03-26
Publish Date: 2004-08-20

Abstract

Abstract

Due to the unique mechanics characters, the analysis and design process of membrane structure is quite different from traditional structures. In this paper, some key problems of membrane structure analysis were discussed. The first question is how to determine the load case, especially for wind effects. Then, the structural analysis methods and some questions should be note were presented. It also introduced some design software of membrane structures. Moreover, it is recommended in this paper that the specified maximum displacement and stress of membrane structure, which can be used to assess the structural performance and select cable and membrane members.
- membrane structure,
- wind load,
- wrinkling,
- member design

FullText(HTML)

References(4)

References

[2] 沈世钊,武岳.大跨度张拉结构风致动力响应研究进展.同济大学学报,2002,30(5):533～538

赵臣,陆饮年,沈世钊.双曲抛物面鞍形屋面风压分布的实验研究.哈尔滨建筑工程学院学报,1991(1)

[3] Simiu E,Scanlan R H.Wind Effects on Structures--An Introduction to Wind Engineering.The 3rd Edition.John Wiley Sons,INC.1995

[4] Shaeffer R E.Tensioned Fabric Structures,A Practical Introduction.New York:American Society of Civil Engineering,1996

Relative Articles

[1]	LIU Chengqing, XU Dibing, ZHANG Huaxin. Seismic Strengthening Design and Analysis of a Boiler Steel Frame[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 237-245. doi: 10.13204/j.gyjzG22050603
[2]	ZHAO Zhiyuan, WANG Yan, ZHANG Haibin. Stduy on Mechanical Properties of Steel Frame Structures with Rotational Friction Damper[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 138-147. doi: 10.13204/j.gyjzG21072206
[3]	SUI Weining, MA Yong, YANG Haitao, WU Jinguo. Experimental Study on Mechanical Properties of a New Connection Joint Between PC External Wall Panel and Steel Frame with Frictional Energy Dissipation[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(5): 109-117. doi: 10.13204/j.gyjzG22011501
[4]	WANG Shuqi, TIAN Shizhu. SHAKING TABLE TEST AND DAMAGE ANALYSIS OF STEEL FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 74-78,86. doi: 10.13204/j.gyjzG20041904
[5]	ZHAO Junxian, CAI Zexin, SHAO Xudong, ZHANG Jingcheng, HAO Guiqiang, SHI Xiaona. NUMERICAL ANALYSIS ON SEISMIC PERFORMANCE OF RESILIENT STEEL BEAM-COLUMN JOINTS USING SUSPENDED CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(8): 79-86. doi: 10.13204/j.gyjzG20012301
[6]	Cao Xia, Xie Dan, Jin Lingzhi. REINFORCEMENT AND RENOVATION OF THE OFFICE BUILDING OF A POLICE STATION IN GUILIN[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 143-146,64. doi: 10.13204/j.gyjz201204029
[7]	Han Mingfei, Zheng Qizhen, Yang Jue, Ning Tao. SEISMIC EVALUATION AND STRENGTHENING DESIGN OF THE TEACHING BUILDING IN A MIDDLE SCHOOL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 139-142. doi: 10.13204/j.gyjz201212030
[8]	Meng Xian-de, Long Ping, Zhang Xin, Hu Xin-wei, Zhao Xu-qian. RESEARCH ON BRACE-FRAME JOINTS OF HIGH-RISE STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 137-141. doi: 10.13204/j.gyjz201210028
[9]	Li Xiaomin, Zhou Baiqing. REINFORCEMENT OF A BRICK-CONCRETE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(6): 158-160,7. doi: 10.13204/j.gyjz201206033
[10]	Zheng Qizhen, Tang Yu, Kang Wei, Liu Jianhua. SEISMIC EVALUATION & STRENGTHENING DESIGN FOR A MIDDLE SCHOOL TEACHING BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 131-134. doi: 10.13204/j.gyjz201106028
[11]	Gu Sheng, Tang Baijian. ESTIMATION OF INITIAL TENSION OF CABLES IN MULTI-STOREY PRESTRESS-MEGA-BRACED STEEL FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 120-123. doi: 10.13204/j.gyjz201101027
[12]	Zhang Zhiheng, Qi Chunming. REINFORCEMENT DESIGN AND CONSTRUCTION OF A MASONRY STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 125-127. doi: 10.13204/j.gyjz201002029
[13]	Zhong Zhenyu. NUMERICAL SIMULATION OF MASONRY STRUCTURE SUBJECTED TO EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 62-64,117. doi: 10.13204/j.gyjz200908016
[14]	Zhou Nannan, Wang Lai, Wang Guobing, Yang Ning. NONLINEAR FINITE ELEMENT ANALYSIS OF SEISMIC BEHAVIOR OF SEMI-RIGID CONNECTION STEEL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(3): 112-115,85. doi: 10.13204/j.gyjz200903029
[15]	Yuan Guanglin, Zhang Xianyang, Zhou Ximao, Yue Peng. RESEARCH AND APPLICATION OF SANDWICH BEAM IN MASONRY STRUCTURE TRANSFORMATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 8-12. doi: 10.13204/j.gyjz200908003
[16]	Guo Bingshan, Zhuang Xiaoyong. DISCUSSION ON LENGTH OF LINK BEAM OF K SHAPE ECCENTRICALLY BRACED STEEL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 81-85,65. doi: 10.13204/j.gyjz200703020
[17]	Xiang Bo, Zhang Shenghua, Wen Shuangling. CONSTRUCTION OF REFORMING THE LOBBY OF A MASONRY OFFICE BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 95-97. doi: 10.13204/j.gyjz200706024
[18]	Yang Xiu-ping, Hao Shu-ying, Zhang Jing-yu, Zhang Zhuo. SIMULATION METHOD ON BEHAVIOR OF INTEGRAL STEEL FRAMED STRUCTURES UNDER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 71-73. doi: 10.13204/j.gyjz200608022
[19]	Hou Man, Nie Jianguo, Zhang Tianshen. APPLICATION OF STEEL_CONCRETE COMPOSITE BEAM IN STOREY_ADDING REHABILITATION AND STRENGTHENING OF A BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 87-89.
[20]	Jiang Shouchao, Li Guoqiang, Ye Qiling. THEORETICAL AND EXPERIMENTAL RESEARCH ON NONLINEAR BEHAVIOUR OF STEEL FRAMES SUBJECTED TO FIRE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 66-69. doi: 10.13204/j.gyjz200408022