STUDY ON THE TIME-DEPENDENT RELIABILITY INDEX OF CONSOLIDATED REINFORCED CONCRETE BRIDGES

Wang Bin; Wang Jieyuan; Yang Dongjun Xu Dexin; Duan Chengxiao

doi:10.13204/j.gyjz201010001

Volume 40 Issue 10

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(10): 1-5

WU Jinliao. Research on Comprehensive Evaluation Method for Long-Span Steel Structure Monitoring Based on AHP[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 218-223,24. doi: 10.13204/j.gyjzG23042307

Citation:

Wang Bin, Wang Jieyuan, Yang Dongjun Xu Dexin, Duan Chengxiao. STUDY ON THE TIME-DEPENDENT RELIABILITY INDEX OF CONSOLIDATED REINFORCED CONCRETE BRIDGES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(10): 1-5. doi: 10.13204/j.gyjz201010001

WU Jinliao. Research on Comprehensive Evaluation Method for Long-Span Steel Structure Monitoring Based on AHP[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(6): 218-223,24. doi: 10.13204/j.gyjzG23042307

Citation:

PDF( 0 KB)

STUDY ON THE TIME-DEPENDENT RELIABILITY INDEX OF CONSOLIDATED REINFORCED CONCRETE BRIDGES

doi: 10.13204/j.gyjz201010001

1.
1. School of Civil Engineering,Wuhan University,Wuhan 430072,China;
2.
2. Management Center of Wuhan Road and Bridge,Wuhan 430050,China;
3.
3. Hubei Institute of Survey &Design for Water Resources &Water Power Engineering,Wuhan 410070,China

Received Date: 2010-05-04
Publish Date: 2010-10-20

Abstract

Abstract

The time-dependent reliability index of the consolidated reinforced concrete bridges is investigated.A finite element model for a consolidated bridge on the Changjiang River is established,with which a sensitivity analysis is done for the factors impacting the deflection of the consolidated bridge.Based on the response surface method,the time-dependent reliability index of the bridge under serviceability limit state is calculated and the residual service life is predicted.
- consolidated concrete bridge in service,
- time-dependent reliability index,
- response surface method,
- finite element method

FullText(HTML)

References(7)

References

阎运起,李艺,冯志新,等.一般大气环境下已有结构的动态可靠度[J].沈阳建筑工程学院学报,2004(1).

[2] 金伟良,赵羽习.混凝土结构耐久性[M].北京:科学出版社,2002:121-136.

[3] GB 502831999 公路工程结构可靠度设计统一标准[S].

[4] 佟晓利,赵国藩.一种与结构可靠度分析几何法相结合的响应面方法[J].土木工程学报,1997(8):

[5] 叶见曙,张峰.预应力混凝土连续箱梁开裂后的刚度退化模型[J].中国公路学报,2007,20(6):67-72.

[6] 顾祥林,许勇,张伟平.钢筋混凝土梁开裂后刚度退化研究[J].结构工程师,2005,21(5):20-23.

[7] 李扬海,鲍卫刚,郭修武.公路桥梁结构可靠度与概率极限状态设计[M].北京:人民交通出版社,1997:245-258.

Relative Articles

[1]	HUA Qinchun, WANG Xiuli, WANG Kang, WANG Jinzhou, LI Yanyan, LI Chunlong. Progressive Collapse Analysis and Construction Process Monitoring for Long-Span Retractable Structures[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 90-98. doi: 10.3724/j.gyjzG23102005
[2]	ZHANG Mingliang, XIN Yabing, HU Tao, CHEN Hao. Intelligent Monitoring and Analysis of Incremental Launching Construction of Precast Frame Bridge[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 106-110. doi: 10.13204/j.gyjzG20110607
[3]	CENG Fankui, LIU Xinzhao, PAN Zhuang, XING Guohua, ZHANG Jianhua, LU Xiaolan. CONSTRUCTION SIMULATIONS AND MONITORING OF A FORMWORK FOR SUPER HIGH-RISE BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 127-131,136. doi: 10.13204/j.gyjzG210102701
[4]	LI Qiang, ZHOU Ting, CHEN Zhihua, LIU Haonan. INFLUENCE OF NON-LOAD ACTION ON SUPER HIGH RISE BUILDINGS CONCRETE-FILLED SQUARE STEEL TUBE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 150-159. doi: 10.13204/j.gyjzG19120105
[5]	Liao Bing, Luo Yongfeng. RESEARCH ON SEISMIC RESPONSE COMPONENTS OF LARGE-SPAN SPATIAL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 107-113. doi: 10.13204/j.gyjz201502023
[6]	Chen Zhihua, Niu Ben, Zhang Zhisheng. ANALYSIS OF STRESS MONITORING RESULTS OF KEY JOINTS IN STEEL STRUCTURE OF TIANJIN LIBRARY[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 154-158. doi: 10.13204/j.gyjz201502031
[7]	Huo Runke, Li Maoda, Li Jing, Wang Qiang, Yan Jirui. NUMERICAL SIMULATION AND ANALYSIS OF TUNNEL CONSTRUCTION PROCESS OF UNSYMMETRICAL TUNNEL IN SOFT ROCK[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 95-100. doi: 10.13204/j.gyjz201502021
[8]	Zhou Kui, Zhou Kun, Ning Nana, Yu Jinxin. THE SAFETY IMPACT MONITORING ANALYSIS OF HIGHWAY TUNNEL BLASTING EXCAVATION CLOSE TO EXISTING CIVIL DEFENSE ENGINEERING[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 144-150.
[9]	Zhao Jida, Lan Tian. THIRTY YEARS PROGRESS AND FUTURE PROSPECT OF SPATIAL STRUCTURES IN CHINA[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 131-138,164. doi: 10.13204/j.gyjz201304028
[10]	Li Hua, Huang Bencai. THE NUMERICAL SIMULATION OF INFLUENCE OF AN INTERNAL BLAST CAVITY EFFECT ON OVERPRESSURE FOR A STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 48-53. doi: 10.13204/j.gyjz201202011
[11]	Wang Zeqiang, Chen Xinli, You Deqing, Xu Ruilong, Xu Wenlei. THE CONSTRUCTION TECHNOLOGY OF PRESTRESSED STEEL STRUCTURE FOR SIYANG STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 97-101,88. doi: 10.13204/j.gyjz201208021
[12]	Zhang Xuewei, Li Xinkui, Xia Fei, Li Kuikui. SIMULATION ANALYSIS AND CONSTRUCTION MONITORING OF A LARGE SPAN STEEL GRID STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 72-75. doi: 10.13204/j.gyjz201212016
[13]	Zhou Jianting, Song Xiaobing. EXPERIMENTAL RESEARCH ON CHLORIDE THRESHOLD LEVEL OF STEEL CORROSION IN SYNTHETIC PORE SOLUTION UNDER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 10-13,22. doi: 10.13204/j.gyjz201105003
[14]	Shao Jianwen, Gan Gang, He Yong, Mao Jianghong, Cui Heliang. CONSTRUCTION MONITORING AND PERFORMANCE ANALYSIS OF AN UNDERPINNING BRICK-CONCRETE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 141-145,105. doi: 10.13204/j.gyjz201112031
[15]	Ma Jian. DESIGN OF SUPPORTING SCHEME AND CONSTRUCTION MONITORING FOR SUPER LARGE DEEP EXCAVATIONS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 97-100. doi: 10.13204/j.gyjz201009025
[16]	Liu Hui, Peng Chuan, Chen Yonggui, Rao Zhong. STUDY OF CONSTRUCTION MONITORING FOR HIGHWAY TUNNEL CROSSING A BIG CAVE[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 128-131. doi: 10.13204/j.gyjz201008029
[17]	Wang Zeqiang, Qin Jie, Li Guoli, Chen Xinli, Tekky I. Budisetia. THE CONSTRUCTION TECHNOLOGY OF PRESTRESSED STEEL STRUCTURE IN THE MAIN STADIUM FOR INDONESIAN COUNTRYWIDE GAME[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 8-11. doi: 10.13204/j.gyjz200812003
[18]	Xu Ruilong, You Deqing, Qin Jie, Jiang Zhenyan. THE CONSTRUCTION TECHNOLOGY OF THE BEAM STRING STRUCTURE FOR XIAMEN INTERNATIONAL CONFERENCE & EXHIBITION CENTER[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(12): 15-17. doi: 10.13204/j.gyjz200812005
[19]	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
[20]	Xu Ruilong, Qin Jie, Li Guoli, Qin Yang, Zhang Wei. THE BEAM STRING STRUCTURE CONSTRUCTION TECHNOLOGY OF THE OLYMPIC TRAINING STADIUM FOR THE NATIONAL OLYMPIC SPORTS CENTER[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 26-29. doi: 10.13204/j.gyjz200701008