RELIABILITY ANALYSIS OF CABLE SUPPORTED BARREL VAULT STRUCTURE

Liu Zhansheng; Chen Zhihua; Yan Xiangyu

doi:10.13204/j.gyjz201008005

Volume 40 Issue 8

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(8): 16-19

Liu Zhansheng, Chen Zhihua, Yan Xiangyu. RELIABILITY ANALYSIS OF CABLE SUPPORTED BARREL VAULT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 16-19. doi: 10.13204/j.gyjz201008005

Citation:

Liu Zhansheng, Chen Zhihua, Yan Xiangyu. RELIABILITY ANALYSIS OF CABLE SUPPORTED BARREL VAULT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 16-19. doi: 10.13204/j.gyjz201008005

Liu Zhansheng, Chen Zhihua, Yan Xiangyu. RELIABILITY ANALYSIS OF CABLE SUPPORTED BARREL VAULT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 16-19. doi: 10.13204/j.gyjz201008005

Citation:

Liu Zhansheng, Chen Zhihua, Yan Xiangyu. RELIABILITY ANALYSIS OF CABLE SUPPORTED BARREL VAULT STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 16-19. doi: 10.13204/j.gyjz201008005

PDF( 0 KB)

RELIABILITY ANALYSIS OF CABLE SUPPORTED BARREL VAULT STRUCTURE

doi: 10.13204/j.gyjz201008005

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

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

Abstract

Abstract

Supported barrel vault is a new type of prestressed structure,its origin is combining tensigrity system concept with single-layer lattice shell. It is necessary to analyze the reliability of the barrel vault structure and check up whether the value of reliability meets the requirements of codes,which is the key to forming a reasonable and effective system. Based on probability theory and sensitivity analysis method,this paper discusses the influences of main parameters on its reliability,carries out the sensitivity of all parameters,fits reliability index formula and finally obtains the target reliability index under applicability conditions.
- cable supported barrel vault structure,
- influences of main parameters,
- sensitivity,
- target reliability index

FullText(HTML)

References(10)

References

[2] Chen Zhihua， Li Yang. Parameter Analysis on Stability of a Suspen-Dome [J]. International Journal of Space Structure，2005，20(2) : 115-124.

陈志华，闫翔宇，乔文涛，等. 弦支筒壳结构体系: 中国，200820075205. 6[P]. 2009-04-01.

[3] 陈志华，张立平，李阳，等. 弦支穹顶结构实物动力特性研究[J]. 工程力学，2007，24: 131-137.

[4] 乔文涛，陈志华，韩庆华. 平面弦支梁结构风致响应的频域分析[J ]. 天津大学学报: 自然科学版，2008，41 (11) :1326-1332.

[5] 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.

[6] Soares R C，Mohamed A，Venturini W S. Reliability Analysis of Non-Linear Reinforced Concrete Frames Using the Response Surface Method [J]. Reliability Engineering and System Safety，2002 (75) : 1-16.

[7] Liu Zhansheng，Chen Zhihua. Reliability Analysis of Prestressed Steel Structure in Regards to Temperature Action [J]. Advanced Materials Research，2010，101: 4415-4419.

[8] 刘玉姝，李国强. 平面钢框架结构的整体可靠度设计[J]. 同济大学学报:自然科学版，2005，33(8) : 1017-1026.

[9] 贡金鑫，赵国藩. 国外结构可靠性理论的应用与发展[J]. 土木工程学报，2005(2) : 1-7.

[10] 张新培. 建筑结构可靠度分析与设计[M]. 北京: 科学出版社，2001.

Relative Articles

[1]	MA Shibin, LIU Yuezhao, JI Gangsheng, XU Zifei, LIU Zilong. Reliability-Based Design and Optimization Method for External Prestressing Reinforcement of Simply-Supported Beams[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 168-175,145. doi: 10.13204/j.gyjzG22052104
[3]	Yao Jitao Xie Yaokui, . OPTIMIZATION AND ASSIGNMENT OF SENSITIVITY COEFFICIENTS IN DESIGN VALUE METHOD[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(7): 79-83. doi: 10.13204/j.gyjz201507017
[4]	Zhou Xiaoguo, Zhang Fuxing, Zhu Jiafeng, Peng Xiaolong. SENSITIVITY ANALYSIS OF PARAMETERS OF CABLES FOR STEEL MEGA FRAME AND CABLE-BRACED STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 132-136. doi: 10.13204/j.gyjz2001412022
[5]	Wei Jinhui, Ren Weixin, Li Guanghui. FE MODEL UPDATING OF STRUCTURE BASED ON VIRTUAL DISTORTION METHOD[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(11): 85-90. doi: 10.13204/j.gyjz2001411017
[6]	Qi Fengbo, Yao Jitao. AN OPTIMIZATION OF SENSITIVITY FACTORS FOR GENERAL DESIGN FORMULA[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 10-14. doi: 10.13204/j.gyjz201308002
[7]	Li Yingmin, Zheng Nina, Zhao Jing, Li Yanmin, Xiao Hongwei. THE FACTORS INFLUENCING RELIABILITY OF POLE AND TOWER STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(7): 47-51. doi: 10.13204/j.gyjz201007013
[8]	Yan Xiangyu, Chen Zhihua, Qiao Wentao, Yu Jinghai. APPLICATION OF A HYBRID STRUCTURE OF LARGE-SPAN PORTAL FRAME AND CABLE SUPPORTED BARREL VAULT[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 107-110,127. doi: 10.13204/j.gyjz201003024
[9]	Yan Xiangyu, Chen Zhihua, Liu Zhansheng. CONCEPTION AND APPLICATION OF CABLE-SUPPORTED BARREL VAULT STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 13-15,19. doi: 10.13204/j.gyjz201008004
[10]	Nie Xin, Jiang Ao-yu, Huang Wei, Jin Wei-liang. SENSITIVITY ANALYSIS OF BEARING CAPACITY OF FASTENER-STYLE STEEL TUBULAR FORMWORK SUPPORT[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(11): 99-101. doi: 10.13204/j.gyjz200711028
[11]	Lin Yongjun, Qian Yongjiu. ANALYSIS OF THE RELIABILITY INDEX REFERENCE VALUE OF MEMBERS CONSIDERING CHANGE IN RESISTANCE WITH TIME[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 50-51,80. doi: 10.13204/j.gyjz200502014
[12]	Xie Qiang, Zhao Liang. DAMAGE IDENTIFICATION OF FRAME STRUCTURES BASED ON MODAL SENSITIVITY ANALYSIS——NUMERICAL SIMULATION AND TEST VERIFICATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 94-96. doi: 10.13204/j.gyjz200512026
[13]	Wu Yi, Lin Jianhua. ANALYSIS OF EFFECT OF LARGE GROUND DISPLACEMENT BY SEISMIC LIQUEFACTION ON UNDERGROUND PIPLING BASED ON RELIABILITY THEORY[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 52-54. doi: 10.13204/j.gyjz200406017