STRUCTURE DESIGN OF SHANGHAI CHENSHAN BOTANICAL GARDEN GREENHOUSES

Zhou Xiaofeng; Zhang Lianglan; Hu Jiayi; Qi Fei; Li Yaming; Jia Shuizhong

doi:10.13204/j.gyjz201111007

Volume 41 Issue 11

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(11): 30-35,49

Zhou Xiaofeng, Zhang Lianglan, Hu Jiayi, Qi Fei, Li Yaming, Jia Shuizhong. STRUCTURE DESIGN OF SHANGHAI CHENSHAN BOTANICAL GARDEN GREENHOUSES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 30-35,49. doi: 10.13204/j.gyjz201111007

Citation:

Zhou Xiaofeng, Zhang Lianglan, Hu Jiayi, Qi Fei, Li Yaming, Jia Shuizhong. STRUCTURE DESIGN OF SHANGHAI CHENSHAN BOTANICAL GARDEN GREENHOUSES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 30-35,49. doi: 10.13204/j.gyjz201111007

Citation:

PDF( 0 KB)

STRUCTURE DESIGN OF SHANGHAI CHENSHAN BOTANICAL GARDEN GREENHOUSES

doi: 10.13204/j.gyjz201111007

1.
Shanghai Institute of Architectural Design and Research,Shanghai 200041,China

Received Date: 2011-06-08
Publish Date: 2011-11-20

Abstract

Abstract

There are three greenhouses in Shanghai Chenshan Botanical Garden.All greenhouses are free-formed with different dimensions but with similar topology,and whose main structural form is single-layer aluminum alloy reticulate shell.In this paper,some important procedures were presented,such as structural configuration,formfinding process,structural analysis,wind-induced structural responses and detail design etc.
- aluminum alloy,
- latticed structure,
- design

FullText(HTML)

References(8)

References

[2] 同济大学.上海辰山植物园温室结构抗风研究报告之一?风荷载参数数值风洞模拟[R].上海:同济大学,2009.

宗劲松,张皓,成珣.激情,求解于绿色上海辰山植物园建筑设计[J].工业建筑,2011,41(11):1-5.

[3] 同济大学.上海辰山植物园温室结构抗风研究之二刚性模型测压试验研究[R].上海:同济大学,2009.

[4] 同济大学.上海辰山植物园温室结构抗风研究之三整体结构风振响应研究[R].上海:同济大学,2009.

[5] 同济大学.上海辰山植物园温室结构抗风研究之四场馆周边地形风环境数值模拟[R].上海:同济大学,2009.

[6] GB 504292007铝合金结构设计规范[S].

[7] JGJ 612003, J 2582003网壳结构技术规程[S].

[8] DGJ 0892003, J 102842003建筑抗震设计规程[S].

Relative Articles

[1]	YAO Qingshi, CUI Mingxuan. Research on Landscape Space Design of Mountain Hotels Based on Visual Perception[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 25-30. doi: 10.13204/j.gyjzG22062511
[2]	LI Chenghua, GUO Shuai, YANG Kaiyuan. Welding Numerical Simulations of Joints Between Aluminum Alloy Box Columns and H-Shaped Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 89-95. doi: 10.13204/j.gyjzG21100706
[3]	HUANG Lingjiang, PENG Yuhong. MILITARY DEFENSIVE DESIGN OF TIBETAN DZONGS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 1-7. doi: 10.13204/j.gyjzG20072201
[4]	LIU, Ye, WANG. RESEARCH ON THE PERFORMANCE OF PRESTRESSED PREFABRICATED CONCRETE FRAME CONNECTION STRENGTHENED BY ENERGY DISSIPATERS[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 12-15,98. doi: 10.13204/j.gyjz202001003
[5]	Jiang Shouchao Zhang Jinxiao, . EXPERIMENTAL RESEARCH ON PERFORMANCE OF WELDED ALUMINUM ALLOY BEAM-COLUMN CONNECTIONS STRENGTHENED WITH FRP[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 170-175. doi: 10.13204/j.gyjz201507034
[6]	Liu Xiliang. THE DEVELOPMENT OF SPATIAL GRID STRUCTURES IN CHINA IN THE LAST THIRTY YEARS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 103-107. doi: 10.13204/j.gyjz201305022
[7]	Yu Rongjun, Peng Xuanmao, Peng Xinxuan. DESIGN AND RESEARCH OF PORTAL FRAME WITH COMPLICATED MEZZANINE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 144-146,96. doi: 10.13204/j.gyjz201202032
[8]	Yang Zhigang, Li Xiaoxia. THE DESIGN AND CONSTRUCTION OF THE LARGE SPAN CANTILEVER BEAM OF POST- INSTALLED FASTENINGS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 157-160. doi: 10.13204/j.gyjz2011205030
[9]	Li Qiang, Hao Jiping. ANALYSIS OF ULTIMATE CAPACITY OF STRESSED-SKIN FOR ALUMINUM ALLOY STRUCTURE WITH SEMI-RIGID CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 116-119,9. doi: 10.13204/j.gyjz201105026
[10]	Wang Chun-wu. DISCUSSION ON DESIGN PROBLEMS OF OVER-LONG CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 53-56. doi: 10.13204/j.gyjz200711014
[11]	Yang Lu, Li Xingzhao, Yan Yonghong. STUDY ON THE ENERGY -EFFICIENT DESIGN OF EXTERIOR WALL OF DEPARTMENT STORES IN CHONGQING[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 26-29. doi: 10.13204/j.gyjz200703008
[12]	Li Yuan, Yin Jigang, Yan Wenkui, Zhong Dinghua, Zhang Maogong, Yan Weiheng. A FULL -SCALE TEST OF FOLDING SPACE RETICULATED SHELL[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 95-97,101. doi: 10.13204/j.gyjz200703023
[13]	Zhang Sanming, Wu Qian. RECONSTRUCTION DESIGN OF ACOUSTICAL ENVIRONMENT OF INTERIOR PUBLIC SPACE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 31-33. doi: 10.13204/j.gyjz200602009
[14]	Lin Chuan, Fang Zhiyong, Di Peng. RESEARCH AND CONSIDERATION ON ARCHITECTURAL DESIGN OF TOWN SETTLEMENTS FOR SUBURBS IN BEIJING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 37-40. doi: 10.13204/j.gyjz200505009
[15]	Song Zhangshu. DESIGN AND CONSTRUCTION OF LONG-SPAN AND HEAVY-LOAD INDUSTRIAL CONSTRUCTION FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 89-92. doi: 10.13204/j.gyjz200501028
[16]	Chen Zhihua, Yan Xiangyu. THE RESPIRABLE STEEL STRUCTURES SYSTEM IN TIANJIN MUSEUM[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 72-74,87. doi: 10.13204/j.gyjz200512019
[17]	Wu Mai, Zhao Xin, Wang Enyuan, Dou Yuanming. STUDY AND DESIGN OF BEARING CAPACITY OF STIFFENED DEEP CEMENT MIXING PILES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(7): 40-43. doi: 10.13204/j.gyjz200407011
[18]	Hu Baolin, Guo Yaojie. CHECKOUT AND STRENGTHENING FOR THE MAIN MILL BUILDING OF A STEELWORKS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 78-79,84. doi: 10.13204/j.gyjz200405025
[19]	Xu Chuanxi, Stanley Tan C.S.. THE DESIGN OF RIGID EDGE MEMBRANE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 68-71,87. doi: 10.13204/j.gyjz200411018
[20]	Yan Hui, Chen Wuzhen, Xiao Zhibin. ULTIMATE BEARING CAPACITY ANALYSIS OF RETICULATED SHELL OF DRY COAL SHED AND ITS RATIONAL DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 50-52. doi: 10.13204/j.gyjz200402015