ANALYSIS OF THE GEOMETRIC STABILITY,LOAD TRANSFER PATHS AND STRESS SENSITIVITY OF SPACE TRUSS

Xiao Weimin; Sun Lianhong; Chai Ming

doi:10.13204/j.gyjz200809008

Volume 38 Issue 9

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(9): 22-26

Xiao Weimin, Sun Lianhong, Chai Ming. ANALYSIS OF THE GEOMETRIC STABILITY,LOAD TRANSFER PATHS AND STRESS SENSITIVITY OF SPACE TRUSS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 22-26. doi: 10.13204/j.gyjz200809008

Citation:

Xiao Weimin, Sun Lianhong, Chai Ming. ANALYSIS OF THE GEOMETRIC STABILITY,LOAD TRANSFER PATHS AND STRESS SENSITIVITY OF SPACE TRUSS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 22-26. doi: 10.13204/j.gyjz200809008

Citation:

PDF( 0 KB)

ANALYSIS OF THE GEOMETRIC STABILITY,LOAD TRANSFER PATHS AND STRESS SENSITIVITY OF SPACE TRUSS

doi: 10.13204/j.gyjz200809008

1.
MMI Planning &Engineering Institute IX Changchun 130011

Received Date: 2008-03-15
Publish Date: 2008-09-20

Abstract

Abstract

The stress performance of the space truss as a roof structural system is studied from geometric stability,load transfer paths,stress sensitivity,in order to give theoretic references for structure model selecting,modelling,detailed design or check of drawings.
- structure,
- system,
- degree of freedom,
- constraint,
- geometric stability,
- quadrangular pyramid grid,
- space truss,
- degree of statically indeterminacy,
- load transfer paths,
- stress sensitivity

FullText(HTML)

References(0)

References

Relative Articles

[1]	JIANG Haibo, LI Jiahang, LI Junsheng, CHEN Zhenkan, YE Jiazheng. Experimental Research on Mechanical Properties of RC Columns Confined with Self-Compacting and Micro-Expanding Concrete Filled Circular Steel Tube Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 22-28,21. doi: 10.13204/j.gyjzG21032003
[2]	LI Da, ZHU Rui-jie, LI Feng. Experimental Research on Mechanical Properties of High-Strength Aluminum Alloy Bolt Ball Joints Under Axial Tension and Compression[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 108-114. doi: 10.13204/j.gyjzG20121908
[3]	Xia Hongchun. CONSTITUTIVE MODEL OF SOIL-STRUCTUＲE INTERFACE BASED ON STRAIN GRADIENT PLASTICITY THEORY[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(6): 87-92. doi: 10.13204/j.gyjz201506018
[4]	Guo Yongchang, Zhong Jian, Xie Jianhe, Cen Yuqiao, Du Zhengpeng. EXPERIMENTAL STUDY OF AXIAL COMPRESSIVE BEHAVIOR OF CFRP-CONFINED HIGH-STRENGTH CONCRETE DAMAGED BY HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 1-5. doi: 10.13204/j.gyjz201410001
[5]	Lu Cilin. SCIENTIFIC SELECTION OF STRUCTURAL SYSTEM IS THE GUARANTEE OF URGENCY TO THE METICULOUS DESIGNING[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 134-137. doi: 10.13204/j.gyjz201209029
[6]	Li Buhui, Zhang Dachang, Bao Tao. ANALYSES OF STRUCTURAL TYPE SELECTION FOR THE LONG-SPAN ROOF OF A GYMNASIUM CONSIDERING HURRICANE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 121-126. doi: 10.13204/j.gyjz201211026
[7]	Liu Bo, Liu Zhi-ming, Zhang Hui-dong, Chen Fu-lin, Liu Zhong, Xu Jia. SUPERVISION AND MANAGEMENT SYSTEM OF EXCAVATION ENGINEERING OF RESORTS WORLD SINGAPORE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 42-45,19. doi: 10.13204/j.gyjz201209010
[8]	Guo Qi, Hu Kun, Pan Jianwu. EXPERIMENTAL STUDY ON TANGENT POISSON RATIO OF BFRP-CONFINED CONCRETE CIRCULAR COLUMN UNDER FREEZE-THAW CYCLES AND SODIUM CHLORIDE SOLUTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 27-33. doi: 10.13204/j.gyjz201105007
[9]	Li Yuting, Zha Xiaoxiong. UNIFIED EQUATIONS FOR SOLID AND HOLLOW CONCRETE-FILLED TUBE COLUMNS UNDER COMPLEX STRESS:CORRELATION EQUATIONS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 9-14. doi: 10.13204/j.gyjz201106002
[10]	Li Yuting, Zha Xiaoxiong. UNIFIED EQUATIONS FOR SOLID AND HOLLOW CONCRETE-FILLED TUBE COLUMNS UNDER COMPLEX STRESS——BALANCE EQUATION AND EQUIVALENT MODEL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 1-8. doi: 10.13204/j.gyjz201106001
[11]	Zheng Qizhen, Bao Yongliang, Wei Lin. THE DETECTION & IDENTIFICATION ON THE MAJOR STRUCTURE OF PROTECTED HISTORICAL SIGNIFICANT BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 1-3,7. doi: 10.13204/j.gyjz200908001
[12]	Hou Jingpeng, Yuan Yong. ANALYSIS OF RESTRAINED DEFORMATION PROPERTIES OF REINFORCED CONCRETE AT EARLY AGE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(1): 97-100. doi: 10.13204/j.gyjz200901021
[13]	Yao Hui, Xu Youlin. THE EFFECT OF STEEL BAR ON THE SAFETY OF BUILDING STRUCTURE——THE PERFORMANCE OF THE STEEL BARS IN WENCHUAN EARTHQUAKE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 81-85. doi: 10.13204/j.gyjz200910020
[14]	Yu Feng, Wu Ping. STUDY OF BEHAVIOR OF NEWCOMPOSITE STRUCTURAL COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 97-99. doi: 10.13204/j.gyjz200902016
[15]	Chen Dachuan, Hu Haibo. REINFORCEMENT AND CONSTRUCTION MONITORING OF A STRUCTURE AFTER FIRE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 106-109. doi: 10.13204/j.gyjz200812028
[16]	Chai Ming, Xiao Weimin. APPLICATION OF SPATIAL TRUSS IN WORKSHOP STRUCTURE WITH MIDDLE/SMALL SPACE BETWEEN COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 19-21. doi: 10.13204/j.gyjz200809007
[17]	Hu Qiong, Xu Mingxin, Zheng Wenzhong. SIMULATION AND ANALYSIS OF PARAMETERS AFFECTING FIRE RESISTANCE OF CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(3): 51-54. doi: 10.13204/j.gyjz200603014
[18]	Li Zhi-bing, Duan Qi-cheng, Xiao Shui-hua. RESEARCH ON RESTRICTION OF FOUNDATION ON BASEMENT WALLBOARD OF REINFORCED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 39-41. doi: 10.13204/j.gyjz200608013
[19]	Li Shulin, Li Shuxiang, Yang Bin. STUDY OF STABLE TRANSITION BETWEEN OLD LOWER AND NEW UPPER STRUCTURAL STORIES[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 91-93. doi: 10.13204/j.gyjz200512025
[20]	Xu Zhonggen, Zhou Fulin. RESEARCH ON SEISMIC PERFORMANCE OF STEEL STRUCTURE CONNECTED WITH OUTER TUBE FRAME AND ELLIPSE SHELL SPATIAL TRUSS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(12): 32-35. doi: 10.13204/j.gyjz200412008