THE APPLICATION OF INTERNATIONAL STANDARDS FOR“DESIGN VALUE METHOD”TO THE DESIGN OF DOMESTIC STRUCTURE RELIABILITY

Xin Ren; Hui Yunling; Yao Jitao; Guo Xiaohua

doi:10.13204/j.gyjz2001412025

Volume 44 Issue 12

Feb. 2015

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2014 > 44(12): 146-153

Gao Danying, Zhang Junwei. EXPERIMENTAL INVESTIGATION ON SEISMIC BEHAVIOR OF STEEL FIBER REINFORCED HIGH- STRENGTH CONCRETE FRAME EXTERIOR JOINTS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 84-89,28. doi: 10.13204/j.gyjz2011205015

Citation:

Xin Ren, Hui Yunling, Yao Jitao, Guo Xiaohua. THE APPLICATION OF INTERNATIONAL STANDARDS FOR“DESIGN VALUE METHOD”TO THE DESIGN OF DOMESTIC STRUCTURE RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(12): 146-153. doi: 10.13204/j.gyjz2001412025

Citation:

PDF( 0 KB)

THE APPLICATION OF INTERNATIONAL STANDARDS FOR“DESIGN VALUE METHOD”TO THE DESIGN OF DOMESTIC STRUCTURE RELIABILITY

doi: 10.13204/j.gyjz2001412025

Publish Date: 2014-12-20

Abstract

Abstract

It was introduced the shortcomings of the structure design method adopted in our country currently and the basic principles of“design value method”in international standards． According to the statistical results and the design value of load and resistance，the implied reliability level of different kinds of structures under the conditions of axial compression were calculated through systematic reliability analysis，which showed that the implied reliability level of design value method is significantly lower than domestic codes and could not be used in structure design of our country directly． Additionally，on the basis of target reliability index of domestic structure design，design value of load and resistance were modified to adapt to domestic structure reliability design．
- design value method,
- loads,
- resistance,
- reliability index,
- sensitivity factors

FullText(HTML)

References(0)

References

Relative Articles

[5]	Zhu Wenzheng, Zhang Jichao. SIMULATION ANALYSIS AND SHAKING TABLE TEST OF ISOLATION SYSTEM FOR GIANT STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 114-117. doi: 10.13204/j.gyjz201502024
[6]	Zhang Ailin, Zhao Yue, Liu Xuechun. DESIGH STUDY OF THE NEW LIGHT-WEIGHT COMPOSITE FLOOR OF THE PREFABRICATED STEEL STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 46-49.
[7]	Zhang Ailin, Hu Tingting, Liu Xuechun. THE CLASSIFICATION AND COMPARATIVE ANALYSIS OF THE MATCHING EXTERNAL WALL FOR THE PREFABRICATED STEEL STRUCTURE RESIDENCE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 7-9.
[8]	Wei Xiaogang, Liu Shuxian, Ma Fenghai, Zhang Jingtai. THE IMPACT ANALYSIS OF VIBRATION-SUPPRESSED EFFECTIVENESS OF CORE-WALL SUSPENSION ISOLATION STRUCTURE CAUSED BY DYNAMIC PARAMETER[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 34-38,58. doi: 10.13204/j.gyjz201302007
[9]	Yang Haobo, Qian Deling, Peng Xiaobing, Cheng Hong, Xie Yijun. DYNAMIC BEHAVIOR RESEARCH OF UNREINFORCED AND REINFORCED ANCIENT ARCHITECTURES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 131-135. doi: 10.13204/j.gyjz201311029
[10]	Hong Junqing, Bao Hua. DYNAMIC RESPONSES OF BASE-ISOLATED STRUCTURE UNDER THE NEAR-FAULT HORIZONTAL-VERTICAL SEISMIC ACTION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 11-15,20. doi: 10.13204/j.gyjz201104003
[11]	Zhang Yan, Li Zhangzheng. NON-LINEAR TIME-HISTORY ANALYSIS OF HIGH-LEVEL ISOLATION STRUCTURE UNDER MULTI-DIMENSIONAL SEIM[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 16-20. doi: 10.13204/j.gyjz201104004
[12]	Ma Ming, Zhou Xianbao, Hao Chengxin, Li Yongshuang, Qian Jihong. RESEARCH ON NEW CLINKER SILO ROOF STRUCTURE SYSTEM WITHOUT CENTRAL SUPPORT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 68-72,139. doi: 10.13204/j.gyjz201103013
[13]	Zhang Xiafeng. DESIGN STRATAGY OF THE LIFE CYCLE STANDARD ENERGY-SAVING WORKSHOPS BASED ON THEORY OF NICHE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 1-2,47. doi: 10.13204/j.gyjz200806001
[14]	Wu Tianyan, He Fang. THE ENERGY-SAVING RESEARCH ON ENTIRE LIFE CYCLE OF THE SUSTAINABLE HOUSING[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 39-41. doi: 10.13204/j.gyjz200803011
[15]	Zhang Zhiying, Wang Hongwei, Duan Xuegang, LüXilin. INFLUENCE OF SOIL AND STRUCTURE DYNAMIC INTERACTION ON BASE SHAKE -ISOLATION STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 54-57. doi: 10.13204/j.gyjz200710015
[16]	Wang Xinling, Zhao Gengqi, Zhang Nianzheng. THE DYNAMIC ANALYSIS OF A NEW "Λ" BRACES COMPOUND STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(2): 24-27. doi: 10.13204/j.gyjz200602007
[17]	Zhang Min, Hu Shu-lan. BAR-LAYER MODEL OF RIGIDITY MATRIX OF MAIN FRAME IN MULTIFUNCTIONAL VIBRATION-ABSORPTION MEGAFRAME STRUCTURE FOR DYNAMICAL ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 40-42,25. doi: 10.13204/j.gyjz200604012
[18]	Zong Lan, Sui Chengquan. THE DYNAMIC ANALYSIS OF FINITE ELEMENT OF FRICTION-DAMPED SHEAR WALL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(6): 17-20. doi: 10.13204/j.gyjz200506005
[19]	Li Zhenxiang, Zhang Sanming. LIFE CYCLE ASSESSMENT AND ARCHITECTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 30-32. doi: 10.13204/j.gyjz200403009