RESEARCH ON THE CHARACTERISTICS AND CONCEPT OF THE CABLE SUPPORTED SPACE TRUSS STRUCTURE

Chen Zhihua; Sun Guojun; Yan Xiangyu

doi:10.13204/j.gyjz201008002

Volume 40 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(8): 6-9

Tong Genshu, Jin Jian. RESIDUAL STIFFNESS ASSURING STABILITY OF REAL STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 1-7,53. doi: 10.13204/j.gyjz201304001

Citation:

Chen Zhihua, Sun Guojun, Yan Xiangyu. RESEARCH ON THE CHARACTERISTICS AND CONCEPT OF THE CABLE SUPPORTED SPACE TRUSS STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 6-9. doi: 10.13204/j.gyjz201008002

Tong Genshu, Jin Jian. RESIDUAL STIFFNESS ASSURING STABILITY OF REAL STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 1-7,53. doi: 10.13204/j.gyjz201304001

Citation:

PDF( 0 KB)

RESEARCH ON THE CHARACTERISTICS AND CONCEPT OF THE CABLE SUPPORTED SPACE TRUSS STRUCTURE

doi: 10.13204/j.gyjz201008002

1.
School of Civil Engineering,Tianjin University,Tianjin 300072,China

Received Date: 2010-03-10
Publish Date: 2010-08-20

Abstract

Abstract

Space truss structure is widely applied in practical engineering as a space structure. Based on traditional pre-stressing space truss structure,the concept of tensegrity system is introduced into space truss structure to form a cable supported space truss structure is formed and its architectural effect is superior. Classification form of the cable supported space truss structure is given. It is comparatively studied the characteristics of the cable supported space truss structure and the space truss string structure,the concept of the evacuation cable supported space truss structure is proposed. The static and dynamic behavior of the evacuation cable supported space truss structure is researched.At last,characteristics and application of the cable supported evacuation space truss structure are introduced.
- space truss structure,
- tensegrity,
- steel cable,
- space truss string structure,
- evacuation

FullText(HTML)

References(8)

References

[2] 马克俭，李晓红，韦明辉，等. 预应力网格结构体系的研究与应用前景[J]. 空间结构，1994(2) :1-10.

陆赐麟，尹思明，刘锡良. 现代预应力钢结构[M]. 北京:人民交通出版社，2003.

[3] 董石麟. 预应力大跨度空间钢结构的应用与展望[J]. 空间结构，2001(12) :3-14.

[4] 刘锡良，刘毅轩. 平板网架设计[M]. 北京:中国建筑工业出版社，1979.

[5] 王少军，王春红，戚丽梅. 预应力网架结构的初步研究[J].哈尔滨建筑大学学报，1998(4) :29-31.

[6] 陈志华，何彩云. 折板形斜拉空间网格结构设计施工关键技术研究[C]/ /第八届全国现代结构工程学术研讨会论文集.天津:2008:1082-1086.

[7] 刘锡良，陈志华. 一种新型空间结构张拉整体体系[J].土木工程学报，1995(4) :52-57.

[8] 秦杰. 黄河口模型厅屋盖[R]. 北京建筑工程研究院，2007:475.

Relative Articles

[1]	LONG Weiguo, LI Qiuji, LIU Yifeng, LU Wenfan, OU Jiajia, PAN Peng. Research on Lateral Resistance of Small-Section Wooden Frame Shear Walls with Different Post-Beam Connections and Cladding Panel Types[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(8): 135-144,117. doi: 10.13204/j.gyjzG22090806
[2]	YUE Fengjiang, YANG Furu, FANG Xibing, ZHAO Wen. A Numerical Method for Eigenvalue Buckling Analysis of Grid Structures[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(11): 161-167. doi: 10.13204/j.gyjzG21091406
[3]	HAN Dongdong, MEN Yuming, WANG Peng. MODEL TESTS ON INFLUENCES OF STIFFNESS AND SPACING FOR BEAMS ON LATTICE BEAMS BY PRESTRESSED ANCHORAGE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 136-141. doi: 10.13204/j.gyjzG20052107
[4]	WANG Zhile, YUAN Xuefeng, JIANG Rongbin. STUDY ON MECHANICAL PROPERTIES OF BEAM BRIDGE REINFORCED WITH MULTIPLE REINFORCEMENT METHODS UNDER CORROSIVE ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 174-177,183. doi: 10.13204/j.gyjzG20051604
[5]	Xia Zhanghua, Li Jiawei, Xia Jian, Lin Jintao. SEISMIC PERFORMANCE ASSESSMENT OF BRICK MASONRY STRUCTURES WITH PRECAST SLABS BASED ON DETERIORATION OF FREQUENCY[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 92-97. doi: 10.13204/j.gyjz201504017
[6]	Wang Chequan, Shen Bo, Ma Kejian, Xie Chengji, Li Meng. DESIGN AND ANALYSES OF HYBRID-STRUCTURE BY REGULAR TRIANGULAR SPATIAL TRUSSES AND SINGLE-LAYER CYLINDRICAL RETICULATED SHELLS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 130-134. doi: 10.13204/j.gyjz201406028
[7]	Tang Lei, Guo Zhengxing, Ding Guiping. STRUCTURAL PERFORMANCE TEST RESEARCH ON THE NEW STEEL BAR TRUSS CONCRETE SUPERIMPOSED TWO-WAY SLAB[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 49-53. doi: 10.13204/j.gyjz201311012
[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 Yurong, Cai Kangfeng, Tang Yue. STUDY AND NEW DESIGN METHOD FOR CHEVRON-BRACED STEEL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(11): 116-121,130. doi: 10.13204/j.gyjz201011028
[10]	Wang Dengfeng, Cao Pingzhou. INVESTIGATION INTO THE STABILITY OF LARGE SCALE THIN-WALLED STEEL CYLINDRICAL SHELLS UNDER SEVERE DISASTER OF ICE AND SNOW[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 120-125. doi: 10.13204/j.gyjz200910027
[11]	Wang Zhi-bin, Tao Zhong. DESIGN OF CONCRETE-FILLED THIN-WALLED STIFFENED STEEL TUBULAR STUB COLUMNS WITH SQUARE SECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(12): 13-17. doi: 10.13204/j.gyjz200712003
[12]	Zhang Weixi, Chen Ping, Zhao Dong, Mao Xiaofei. ANALYSIS AND STRENGTHENING OF STRUCTURAL DEFECTS OF THE SOUTHWESTERN BIG TEMPLE IN ANCIENT CITY OF GAOCHANG[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 86-88,106. doi: 10.13204/j.gyjz200708022
[13]	Li Guangxing, Cai Jian, Wang Lin, Huang Yansheng. STUDY ON RIGIDITY OF TRANSVERSE TORSION MEMBER OF REINFORCED CONCRETE FLAT PLATE_SPECIAL_SHAPED COLUMN CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(3): 33-37. doi: 10.13204/j.gyjz200703010
[14]	Zhang Da-jie, Tian Xiao-feng, Hou Hao-bo, Liu Hao, Tan Shi-kang. EXPERIMENTAL RESEARCH ON TAKING STABILIZED OVERWETTED SOIL AS ROADBED FILLER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 38-40. doi: 10.13204/j.gyjz200607009
[15]	Chen Linzhi, Li Zhangzheng. INFLUENCE OF OUTRIGGER ON SPATIAL PERFORMANCE OF TUBE-IN-TUBE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 23-25. doi: 10.13204/j.gyjz200510008
[16]	Zhao Lunyu, Shi Xudong, Zhou Jiankang. EXPERIMENTAL INVESTIGATION ON INTEGRITY OF WALL-BEAM-COLUMN COMBINED STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 60-63. doi: 10.13204/j.gyjz200508015
[17]	Guo Lanhui, Zhang Sumei, Wang Yuyin, Liu Jiepeng. EXPERIMENTAL AND ANALYTICAL RESEARCH ON AXIALLY LOADED SLENDER HIGH STRENGTH CONCRETE-FILLED RHS TUBES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 75-79. doi: 10.13204/j.gyjz200503026
[18]	Yin Lingfeng, Guo Xiaoming, Zhao Huilin, . SUMMARY OF KEY THEORIES AND SOFTWARE DEVELOPMENT OF SHEET SPACE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 14-18. doi: 10.13204/j.gyjz200411004
[19]	Liao Ying. THE RELIABILITY STUDY ON STABILITY OF BRACING STRUCTURE FOR EXCAVATION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(1): 54-56. doi: 10.13204/j.gyjz200401015
[20]	Tong Genshu, Chen Haixiao. OUT-OF-PLANE EFFECTIVE LENGTH OF COLUMNS WITHOUT LONGITUDINAL BRACES FOR MILL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 59-61. doi: 10.13204/j.gyjz200405018