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XIA Ming-jin, HUO Da, TENG Hai-wen. Reliability Assessment for Existing Bridges[J]. Journal of Beijing University of Technology, 2004, 30(1): 89-92.
Citation: XIA Ming-jin, HUO Da, TENG Hai-wen. Reliability Assessment for Existing Bridges[J]. Journal of Beijing University of Technology, 2004, 30(1): 89-92.

Reliability Assessment for Existing Bridges

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  • Received Date: April 19, 2003
  • Available Online: November 02, 2022
  • In order to improve the security performance of existing bridges, the reliability analysis and health detection for them are made. Bridge, as the evaluation unit, is divided into four combination items of underground part, support, top part and bridge surface. Each item consists of several subitems, and a system is built of three levels of subitem, item and unit, each of which is partitioned into four grades. In the grade evaluation of the combination items, the logic principle of the fault tree is introduced to build the relationship between the components reliability and structure reliability, and at the same fime the method of transmit tree evaluation is adopted. Besides, engineering fuzzy theory is used to analyze structure reliability, in which the evaluation grades of the parts of a bridge is decided by the percentage of the dangerous points, and the constitute attachment to the every grade is determined by the percentage of the dangerous constitutes of every part and finally the judgment matrix of bridge grade is built By the compound operation of the fuzzy matrix, the danger of the bridge can be judged and the evidence is provided for the reasonable decision of its maintenance and reinforcement.
  • [1]
    李惠强.建筑结构诊断鉴定与加固维修[M].武汉:华中科技大学出版社,2002. LI Hui-qiang. Structure Diagnoisis Maintenance and Strengthening of Building[M]. Wuhan: Huazhong University of Science and Technology Press, 2002.
    [2]
    CHAUDHARY MTA, ABE M, FUJINO Y. Identification of soil-structureinteraction effect in base-isolated bridges from earthquakerecords[J]. Soil Dynamics and Earthquake Engineering, 2001, 21(8) : 713-25.
    [3]
    GB50068-2001,建筑结构可靠度设计统计标准[S].GB50068-2001, Structural Reliability Design Unified Code[S]. (in Chinese)
    [4]
    ISO2394-1998,结构可靠性总原则[S].ISO2394-1998, Cteneral Principle of Structural Reliability[S]. (in Chinese)
    [5]
    湛润水,胡钊芳,帅长斌.公路旧桥加固技术与实例[M].北京:人民交通出版社,2002. ZHAN Run-shui, HU Zhao-fang, SHUAI Chang-bin. Strengthening Technology and Example for Old Bridge of Road[M]. Beijing: People's Transportation Press, 2002. (in Chinese)
    [6]
    曹双寅,邱洪必,王恒华.结构可靠性鉴定与加固技术[M].北京:中国水利水电出版社,2002. CAO Shuang-yin, QIU Hong-xing, WANG Heng-hua. Structural Reliability Diagnoisis and Strengthening Technology[M]. Beijing: China Water and Electricity Publishing House, 2002. (in Chinese)
    [7]
    罗娜.桥梁工程概论[M].北京:人民交通出版社,2002. LUO Na. Conspectus for Bridge Engineering[M]. Beijing: People's Transportation Press, 2002. (in Chinese)
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