ANALYSIS METHODS FOR THE WHOLE PRESTRESSING PROCESS OF HYBRIDIZED SPACE STRUCTURE

Zhou Zhen; Meng Shaoping; Wu Jing; Jiang Jianfeng; Chen Yachun

doi:10.13204/j.gyjz200809026

Volume 38 Issue 9

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(9): 91-95

Zhou Zhen, Meng Shaoping, Wu Jing, Jiang Jianfeng, Chen Yachun. ANALYSIS METHODS FOR THE WHOLE PRESTRESSING PROCESS OF HYBRIDIZED SPACE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 91-95. doi: 10.13204/j.gyjz200809026

Citation:

Zhou Zhen, Meng Shaoping, Wu Jing, Jiang Jianfeng, Chen Yachun. ANALYSIS METHODS FOR THE WHOLE PRESTRESSING PROCESS OF HYBRIDIZED SPACE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(9): 91-95. doi: 10.13204/j.gyjz200809026

Citation:

PDF( 0 KB)

ANALYSIS METHODS FOR THE WHOLE PRESTRESSING PROCESS OF HYBRIDIZED SPACE STRUCTURE

doi: 10.13204/j.gyjz200809026

1.
1. Key Laboratory of RC&PC of Ministry of Education,Southeast University Nanjing 210096;
2.
2. China Construction(Shenzhen)Design International Shanghai Branch Southeast University Shanghai 200233

Received Date: 2008-05-20
Publish Date: 2008-09-20

Abstract

Abstract

Hybridized space structure consists of different kinds of single structural types,in which the whole prestressing process analysis is the key and difficulty.Based on some species of typical hybridized space structures projects,the prestressing simulation and analysis methods in different kinds of structural types of hybridized space structures are discussed in detail.Some methods such as iterative method,sequential analysis method,increasing and decreasing temperature method,jack simulation method and influence matrix iterative method,etc.,are presented to perfect the prestressing analysis theory of hybridized space structure.Moreover,the methods are verified through analysis results of practical engineerings
- hybridized space structure,
- prestressing analysis,
- the whole process analysis

FullText(HTML)

References(10)

References

Bial M Ayyub,Ahmed Ibrhim,David Schelling.P0sttensioned Trusses:Analysis and Design.Joumal of Structural Engineering,1990,116(6)

[2] 邓华,董石麟.拉索预应力空间网格结构全过程设计的分析方法.建筑结构学报,1999,20(4):42-47

[3] 袁行飞,董石麟.索穹顶结构施工控制反分析.建筑结构学报,2001,22(2):75-79

[4] 李永梅,张毅刚,杨庆山.索承网壳结构施工张拉索力的确定.建筑结构学报,2004,25(4):76-81

[5] 吕方宏,沈祖炎.修正的循环迭代法与控制索原长法结合进行杂交空间结构施工控制.建筑结构学报,2005,26(3):92-97

[6] 周臻,盂少平,吴京,等.预应力网壳-拉杆拱组合结构的预应力全过程分析方法.建筑结构学报,2006(3):93-98

[7] Chen Yachun,Zhou Zhen.Prestressing Analysis and Inspection for Hybridized Structure.Composed of Prestressed Reticulated Shell and Steel Arch//Proceedings of the International Symposium OH Innovation and Sustainability of Structures.Nanjlng:2005:2 021-2 031

[8] 张耀康.预应力斜拉网格结构的研究和应用:[硕士学位论文].南京:东南大学,2003

[9] 周臻,孟少平,李霆,等.预应力网壳-拉杆拱组合结构的设计与分析.特种结构,2006(2):48-53

[10] 蒋剑峰.平面预应力索拱结构的性能分析和优化设计:[硕士学位论文].南京:东南大学,2003

Relative Articles

Supplements(0)

Cited By

Proportional views